COUNTY OF SAN DIEGO

DATE: September 10, 2019

TO: Mark Wardlaw, Director of Planning & Development Services

SUBJECT COUNTY OF SAN DIEGO TRACT NO. 5588-1: APPROVAL OF FINAL MAP, ACCEPTANCE OF RELATED EASEMENTS AND APPROVAL OF AGREEMENTS FOR PUBLIC AND PRIVATE IMPROVEMENTS FOR SWEETWATER PLACE TENTATIVE MAP LOCATED IN THE SPRING VALLEY COMMUNITY PLAN AREA (DISTRICT: 2)

OVERVIEW This item is a request for the Director of Planning & Development Services to review and approve the Final Map for County of San Diego Tract No. 5588-1; accept related easernents; and approve, authorize, and execute the Joint Agreement to Improve Major Subdivision for public and private improvements. This project, known as Sweetwater Place Tentative Map 5588RPL1, is a subdivision consisting of two (2) lots over 17.14 acres. Lot 1 will consist of a two-acre public park and Lot 2 will consist of 122 residential condominium units. The project site is located north of Jamacha Boulevard at Sweetwater Springs Boulevard, within the Spring Valley Community Plan Area within the unincorporated San Diego County (Attachment A).

RECOMMENDATIONS DIRECTOR 1. Find that the approval of the Final Map (Attachment B), the Joint Agreement to Improve Major Subdivision (Joint Agreement for Improvements) (Attachment C) and associated actions for County of San Diego (County) Tract No. 5588-1 is not a project subject to review under the California Environmental Quality Act (CEQA) pursuant to Sections 15060(c)(1) and (2) of the CEQA Guidelines because it does not involve the exercise of discretionary powers by a public entity, and the activity will not result in a direct or reasonably foreseeable indirect physical change in the environment.

2. Approve the Final Map for County Tract No. 5588-1.

3. Accept, on behalf of the public, Sweetwater Park Place and the portion of Jamacha Boulevard, together with the right to construct and maintain slopes and drainage facilities beyond the limits of said right-of-way, and relinquish and waive access rights from Lot 1 in and to Sweetwater Springs Boulevard, except at access opening No. 1, and from Lot 2 in and to Jamacha Boulevard, except at access opening No. 2, as dedicated on the Final Map.

Legistar v1.0 1 SUBJECT: COUNTY OF SAN DIEGO TRACT NO. 5588-1: APPROVAL OF FINAL MAP, ACCEPTANCE OF RELATED EASEMENTS AND APPROVAL OF AGREEMENTS FOR PUBLIC AND PRIVATE IMPROVEMENTS FOR SWEETWATER PLACE TENTATIVE MAP LOCATED IN THE SPRING VALLEY COMMUNITY PLAN AREA (DISTRICT: 2)

4. Accept, on behalf of the County, a public trail easement for pedestrian, non-motorized vehicle, and equestrian trail purposes, together with the right to maintain trails, as granted on the Final Map.

5. Accept, on behalf of the County, a noise protection easement over, upon, and across all of Lots 1 and 2, as granted on the Final Map.

6. Accept, on behalf of the County, a clear space easement over, upon and across the portion of Lot 1, for intersectional vehicular sight distance purposes, as granted on the Final Map.

7. Approve and authorize the Clerk of the Board of Supervisors (Clerk) to execute the Joint Agreement for Improvements, which includes street improvements, drainage facilities, water facilities, and final monumentation.

8. Authorize the Clerk to execute and forward the Final Map to the County Recorder for recordation.

BACKGROUND This project, known as Sweetwater Place Tentative Map 5588RPL1, is a subdivision consisting of two (2) lots over 17.14 acres. Lot 1 will consist of a two-acre public park and Lot 2 will consist of 122 residential condominium units. The project site is located north of Jamacha Boulevard at Sweetwater Springs Boulevard, within the Spring Valley Community Plan Area, within the unincorporated County.

On July 15, 2016, the San Diego County Planning Commission voted 6-0-1-0 (Ayes: Beck, Brooks, Barnhart, Norby, Seiler, Woods; Noes: None; Abstain: Pallinger; Absent: None) to recommend approval of the Sweetwater Place General Plan Amendment, Zone Reclassification, Tentative Map, Site Plan and Mitigated Negative Declaration to the Board of Supervisors.

Project Request Summary The applicant has satisfied all conditions in the Resolution of Approval for County Tract No. 5588-1, secured the public and private improvements, and paid all fees and deposits. The Final Map has been examined, found to be technically correct, and complies with State law and County ordinances. It is in substantial conformance with the Resolution of Approval of TM 5588RPL1, and is consistent with all elements of the San Diego County General Plan and the Spring Valley Community Plan. In accordance with Section 66452.6 of the California Subdivision Map Act, the Final Map for Tract No. 5588-1 has been deemed timely filed as of August 20, 2019 (Attachment D).

There are approximately 447 feet (0.08 mile) of public roads being created and 1917 feet (0.36 mile) of public roads being improved. Additionally, there are approximately 3,979 feet (0.75 mile) of private roads being created. The Otay Water District (Water District) will provide imported

Legistar v1.0 2 SUBJECT: COUNTY OF SAN DIEGO TRACT NO. 5588-1: APPROVAL OF FINAL MAP, ACCEPTANCE OF RELATED EASEMENTS AND APPROVAL OF AGREEMENTS FOR PUBLIC AND PRIVATE IMPROVEMENTS FOR SWEETWATER PLACE TENTATIVE MAP LOCATED IN THE SPRING VALLEY COMMUNITY PLAN AREA (DISTRICT: 2) water and has approved the water improvement plans. San Diego County Sanitation District (Sanitation District) will treat the sewage waste from the subdivision and has approved the sewer improvement plans. The San Miguel Fire Protection District (Fire District) will provide fire services and has approved the public and private improvement plans.

A Faithful Performance Bond (Bond No. LICX1184149) in the amount of $4,257,000 (Attachment E), in favor of the County and Sanitation District has been received by Planning & Development Services (PDS) to guarantee faithful performance for the following items:

(a) Improvement of Streets and/or Easements $ 2,639,700 (b) Improvement of Sewer Facilities $ 785,300 (c) Improvement of Water Facilities $ 811,500 (d) Final Monumentation $ 20,500 (e) Erosion Control Work $ N/A Total $ 4,257,000

A Labor and Material Bond (Bond No. LICX1184149) in the amount of $2,128,500 (Attachment F), in favor of the County and Sanitation District, has been received by PDS to guarantee payment for labor and materials involved in the construction of the improvements.

Security for this project is furnished by Lexon Insurance Company (NAIC #13307), 12890 Lebanon Road, Mt. Juliet, TN 37122.

The tax certification was recorded on June 25, 2019 as Document Number 2019-6000147 (Attachment G).

The Joint Agreement for Improvements, Final Map, and Director Approval (Attachment H) will be delivered to the Clerk of the Board of Supervisors once approved by the Director of PDS. When the Clerk has executed these documents, the originals are to be retained in the Clerk's file, with a copy sent to Kenneth J. Brazell, Planning & Development Services, Land Development Division, Mail Stop 0650, 5510 Overland Avenue, Suite 310, San Diego, CA 92123.

Subsequent Development Approvals Approval of the Final Map may not provide all of the entitlements necessary to develop the property to be subdivided. The approval of this Final Map establishes an undivided legal lot that could potentially be developed as residential lots at a later date. The owner of the subdivision in which the lot is located may be required to obtain additional grading permits, and may require additional discretionary and ministerial permits to develop the lot, construct streets, and complete other improvements secured by the Joint Agreement to Improve the Major Subdivision.

Changes in State and local requirements will be addressed at the time development permits and approvals are sought. It is not known at this time if a review and analysis of these requirements

Legistar v1.0 3 SUBJECT: COUNTY OF SAN DIEGO TRACT NO. 5588-1: APPROVAL OF FINAL MAP, ACCEPTANCE OF RELATED EASEMENTS AND APPROVAL OF AGREEMENTS FOR PUBLIC AND PRIVATE IMPROVEMENTS FOR SWEETWATER PLACE TENTATIVE MAP LOCATED IN THE SPRING VALLEY COMMUNITY PLAN AREA (DISTRICT: 2) will allow for full development of the proposed subdivision. The owner may be required to update grading and improvement plans and will likely be required to complete additional environmental review at the time any discretionary permits or approvals are sought (e.g., a grading permit) to address, at a minimum, the stormwater and drainage issues described below.

Stormwater Updated studies including Hydromodification Management Plans for Priority Development Projects may be required prior to approval of grading and improvement plans for construction pursuant to County Watershed Protection, Stormwater Management, and Discharge Control Ordinance No. 10410 (N.S.), effective February 26, 2016, and Best Management Practice Design Manual. These requirements are subject to periodic adjustment as changes are made to the National Pollutant Discharge Elimination System Permit and Waste Discharge Requirements imposed by the San Diego Regional Water Quality Control Board (Regional Board) on discharges from municipal separate storm sewer systems (MS4). The MS4 Permit was adopted by the Regional Board on May 8, 2013, and amended on November 18, 2015. The County has begun the process of amending ordinances and taking other action to implement the MS4 Permit. Additional studies and other action may be required to comply with current and future MS4 Permits.

Drainage Updated drainage studies may be required with grading plans. The County must be satisfied with the drainage engineering prior to approval of grading permits and improvement plans for construction pursuant to County Grading Ordinance No. 10224 (N.S.), effective October 25, 2012, and Flood Damage Prevention Ordinance No. 10091, adopted December 8, 2010. These requirements may change as a result of future revisions to applicable law, regulations or prograrns. The Flood Damage Prevention Ordinance is subject to periodic amendment to reflect changes in the National Flood Insurance Program.

Involved Parties Owner: KB Horne Coastal Inc., a California Corporation, with Jesse Kleist, as Director, 9915 Mira Mesa Boulevard, Suite 100, San Diego, CA 92131.

Water District: Otay Water District, 2554 Sweetwater Springs Boulevard, Spring Valley, CA 91978.

Sanitation District: San Diego County Sanitation District, c/o Wastewater Management Section, 5500 Overland Avenue, Suite 315, San Diego, CA 92123.

Fire District: San Miguel Fire Protection District, 2850 Via Orange Way, Spring Valley, CA 91978.

Legistar v1.0 4

SUBJECT: COUNTY OF SAN DIEGO TRACT NO. 5588-1: APPROVAL OF FINAL MAP, ACCEPTANCE OF RELATED EASEMENTS AND APPROVAL OF AGREEMENTS FOR PUBLIC AND PRIVATE IMPROVEMENTS FOR SWEETWATER PLACE TENTATIVE MAP LOCATED IN THE SPRING VALLEY COMMUNITY PLAN AREA (DISTRICT: 2)

ENVIRONMENTAL STATEMENT This project has Environmental Findings dated December 6, 2017, on file with Planning & Development Services (PDS) as Environmental Log No. PDS2014-ER-14-19-005 that the project is exempt from further environmental review pursuant to Section 15183 of the California Environmental Quality Act (CEQA) Guidelines. Section 15060(c) (1) of the CEQA Guidelines provides that ministerial acts are not subject to CEQA review. Section 15060(c) (2) of the CEQA Guidelines provides that activities, which will not result in a direct or reasonably foreseeable indirect impact on the environment, are not projects subject to CEQA review. The approval of a final map is generally presumed to be a ministerial act by Section 15268(b) (3) of the CEQA Guidelines. State law requires government agencies to take additional action such as accepting or rejecting offers of dedication and authorizing use of improvement agreements at the time a final map is approved. This action includes these additional activities as part of the Final Map approval. Since the proposed action is the approval of the Final Map and authorization of additional action that must be taken at this stage, the project is not subject to CEQA review under Sections 15060(c) (1) and (2) of the CEQA Guidelines.

ATTACHMENTS Attachment A — Vicinity Map Attachment B — Final Map Attachment C — Joint Agreement to Improve Major Subdivision Attachment D — Timely Filed letter Attachment E — Faithful Performance Bond Attachment F — Labor and Material Bond Attachment G — Tax Certification Attachment H — Director Approval Attachment I — Staff Checklist

ORIGINATING DEPARTMENT: Planning & Development Services

OTHER CONCURRENCE(S): N/A

CONTACT PERSON(S):

Mark Wardlaw Kenneth Brazell Name Name (858) 694-2962 (858) 694-2728 Phone Phone [email protected] [email protected] E-mail E-mail

Signature: Date:

Legistar v1.0 5 Attachment A

Vicinity Map

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Sweetwater Place TM5588-1 Mile Attachment B

Final Map MAP NO. SHEET OF 6 SHEETS COUNTY OF SAN DIEGO TRACT NO. 5588 -1 j SWEETWATER PLACE BEING A 9wown[0N OF A PORTEN OF LOTS 24 THROUGH 31 INCLUSWEIN SWEETWATER SPRING% 114 THE COUNTY Cf SAN DIEGO, STATE OF SURVEYOR'S STATEMENT CAUFORMA ACCORDING TO THE MAP THEREOF NC, 576 FILED W THE ofna OF THE SAN DIEGO COUNTY RECORDER ON JANUARY 11. 1889, SAID I, PALL E. GOEBEL, A PROFESSIONAL LAN) SURVEYOR. LAND BENG SHOWN ON RECORD OF SURVEY MAP 9326 RECORDED APR% 28, 1983, AND DESCRMED N GRANT DEED TO STATE THAT THE SURVEY OF THIS SUBDIVISION WAS MAX BY KEI HOME COASTAL WC. RECORDED OCTOBER I, 2018 AS DOC. NO, 2018-0413176. OFFICIAL RECORDS. wawa_ BAKER INTERNATIONAL IN AUGUST 2013 AND THIS IS A MAP OF A CONDOMINIUM PROJECT (LOT 2) AS OEFINED IN SECTION 4125 OF TIE CIVIL CIEE Or THE STATE Of CALIFORNIA INGNAENTS WERE CONFIRMED IN A RIEREQUENT FIELD VISIT CONTAINING A MAXIMA/ OF' 122 DWELLING UNITS AND IS FILED PURSJANT TO THE SUBDIVISION MAP ACT. IN PAY, 2019 BY AC OR UNDER WY DIRECTION. SAID SURVEY OWNER'S STATEMENT IS ERIE AN) COMPLETE AS SHOWN THAT MONMENTS OF TIE SUBDIVISION GUARANTEE FURNISHED EM FIRST AWER/CAN TITLE INSLRANCE GDWANY OPDER NO, 0E11-5064173. CHARACTER IIDICATED HAVE SEEN SET OR MOND AT THE VC HEREBY STATE THAT WE ARE TIE OWNERS Of OR ARE SUBDIVISION BOUNDARY CORNERS, AND I WILL SET ALL INTERESTED IN THE LAN) SUEOIVICED BY THIS MAP AND WE TIC CONSENT TO TIC PREPARATION AND RECORDING OF TITS MAP. OTHER MONLMENTS OF CHARACTER AND AT IHE POSITION INDICATED BY LEGEND IN THIS MAP WITHIN 30 DAYS AFTER VC HEREBY DEDICATE TO THE PUBLIC, SWEETWATER PARK THE COPLETION OF THE REQUIRED IWROVEMENTS AID SUCH PLACE AND THE PORTION OF JAMACHA BLVD, FOR PUBLIC MONNENTS ARE CR WILL BE SUFFICIENT TO ENAG.E THE Slat/ PURPOSES, AS SHOWN ON THIS MAP, TOGETHER WITH SURVEY TO BE RETRACED (SEE LEGEND ON SHEET 3) AND THE RIGHTS TO amp AND MAINTAIN DRAINAGE FACILITIES, SIGNATURE OMISSION STATEMENT THAT THIS MAP SUBSTANTIALLY coNroRms To TIE EXCAVATION AND EMBANNENT SUOPES BEYOND THE LIMITS CF CONDITIONALLY APPROVED TENTATIVE MAP. SAID RIGHT-OF-WAY. TTC SICNATURES CF TIE PARTIES LISTED BELOW, OVINUM OF EASEMENTS PER DOCUMENTS LISTED WE HEREBY RELINOUISH AND WAIVE THE ACCESS RIGHTS FROM BELOW HAVE BEEN OMITTED UNDER THE LOT 1 IN AND TO NIALENVATER SPRINGS BOULEVARD EXCEPT AT PROVISIONS OF SECTION 66436. SUBSECTION ACCESS OPEN/NG NO, 7 AND FROM LOT 2 IN AND TO JAMACHA (4)(3)(A)(I) OF TFE SUBDIVISION MAP ACT. SourvARD EXCEPT AT AOCESS OPENING NO. 2, ALL AS SHOWN THEIR INTEREST IS SUCH THAT IT CANNOT ON THIS MAP. RIPEN INTO A FEE TITLE AND SAID SIGNATURES ARE NOT REQUIRED BY THE GOVERNING BODY. WE tEREBY GRANT TO TIE ocum OF SAN DIEGO A PUBLIC TRAIL EASEMENT FOR PEDESTRIAN, HON-MOTORIZED (ABBREBVIATIO19 VEHICLE, AN) EQUESTRIAN TRAIL PURPOSES. (TOGETHER OR INDICATES OFFICIAL RECORDS; WITH THE ACCESS EASEICNT TO MAINTAIN THE TRAIL) AL_ REC. INDICATES RECORDED) AS SHOWN ON THIS MAP. CONTY CF SAN DIEGO. HOLDER OF AN EASELENT COUNTY SURVEYOR'S STATEMENT FOR PUBLIC ROAD t INCIDENTAL PLARPOSES REC. WE HEREBY ORRIT TO TIC COUNTY CF SAN DIEGO A I, RANICND HEREBY STATE THAT AwusT 9,1934, BOOK 310, PAGE 418, O.R. L. MATHE, I HAVE EXAMINED PERPETUAL EASEIENT OVER, UPON, AND ACROSS ALL OF THIS NAP. THE SUBDIVISION AS SEM IS SUBSTANTIALLY LOTS T AND 2 AS DELIW_ATED ON THIS IAAP AND THE COUNTY OF SAN DIEGO, I/OLDER OF AN EASEMNT SAME AS IT APPEARED ON THE TENTATIVE MAP, IF CESIGN/ATED IEREON AS NOISE PROTECTION EASEIFJ41- TO FOR PUBLIC ROAD k INCIDENTAL PURPOSES REC. REQUIRED, ANO ANY APPROVED ALTERATIONS THEREOF. ALL IDENTIFY AN AREA WHERE NOISE LEVELS, CREATED BY JuNE 13,1952, BOCK 4494 PAGE 576, O.R. PROVISIONS OF CHAPTER 2 OF THE SUBDIVISION MAP ACT TRAFFIC ALONG JAMAG-IA BOULEVARD AND SykIlWATER TOXTHER WITH ANY Loral ORDINANCES APPLICABLE AT THE SPRINGS BOULEVARD EXCEEID TVE COMMUNITY NOISE SAN 07 TIME OF APPROVAL OF TIE TENTATIVE MAP, IF REQUIRED, TO SIXTY (BO) COUNTY OF DIEGO, HOLCOR AN OFFER OF ECUIVALEN'T LEVEL (GEL) EOUAL DEDICATION FOR PUBLIC HIGHWAY k INCIDENTAL HAVE BEEN COMPLIED WITH. I AM SATISFIED THAT THIS MAP DECIBELS. PURPOSES FEC, JULY 30,1987 AS !NW, IS TECHNICALLY CORRECT. NO.67-429911. O.R. ACCEPTED MAY 6, 1992 1.GRANTOR CONVEYS TO GRANTEE THE RIGHT TO ENTER UPON BY RESOLUTION NO. 92-176 REC. ..A.AC 2.1992 THE SUBJECT LAND AND REMOVE ANY STRICTURES OR AS OCC. NO, 1992-0344628, O.R. ktsfORE ANY WADED SURFACES CONTRARY TO THE PIRPOSE RAGOID L. MATIE, PLS 6185 OF THIS EASEMENT. COINTY OF SAN DIEGO, HOLDER OF AN EASEMENT SAN DIEGO COUNTY SURVEYOR rut PUBLIC HIGHWAY k INCIDENTAL PURPOSES 2.GRANTOR CON:WANTS AND AGREES fOR ITSELF AND ITS REC. JULY 30.1987 AS DOCUAENT NC, SUCCESSORS AM) ASSIGNS ACT TO CONSTRICT ANT 67-429912, O.R. STRUCTURE OR IX) ANY GRADING EXCEPT THAT A GRADING PLAN OR SITE PLAN, sNow[Nn AcCETTABLE NOISE COUNTY OF SAN DIEGO, HOLDER CF IN EASEMENT MITIGATION MEAGJRES MAY BE APPROVED TO ALLOW FOR PUBLIC HIGRAY & INCIDENTAL PLRPOSES TAX DEPOSIT CERTIFICATE RESIDENTIAL BUILDINGS, POOLS, PATIOS AND OTHER SUCH REC. NOV, 9,1990 AS DOCUMENT NV. RECREATIONAL USES, UPON TIE WRITTEN AUTHORIZATION OF' 90-0610399, O.R. I, AVNER POTTER. CLERK OF THE BOARD OF SUPERVISORS, THE COLT/TY or SAN DIEGO. OR ITS SUCCESSORS AND HEREBY CERTIFY THAT THE PROVISIONS CF THE SUBDIVISION ASSIGNS. KONZANA BROS., LTD, ICLOER OF AN EASEMENT ACCEPTANCE MAP ACT (DIVISION 2 OF TITLE 7 OF TIE GOVERMENT COCO FCR ROADWAY k /NOICENTAL PURPOSES REC, CERTIFICATE REGARDING (A) CEPOSITS FOR TAXES, ANO (8) CERTIFICATION JANUARY 17,2013 AS Docummr NC. Of THE ABSENCE OF LIENS FOR UNPAID STATE, 3.THE GRANTING or THIS EASEHENT IS FOR TIC PURPOSE I, ANDREW POTTER. CLERK OF THE BOARD Cf SUPERVISORS OF' COUNTY. 2013-0037426, O.R. MNICIPAL OR OF CONTROLLING TIE USE OF 'OCEAN) WITHIN THE NOISE SAN SAN DIEGO, CERTIFY THAT SAID BOARD OF SLPERVISORS LOCAL TAKES CR SPECIAL ASSESSWENTS COLLECT'ElD AS TAXES EXCEPT THOSE NOT PROTECTION EASIOCNIT" AN) DOES NOT ALITICRIZE OR ORLY HAS APPROVED 11415 MAP, AND HAS ACCEPTED CIA BEHALF OF THE YET PAYABLE, HAVE COMPILED THAT TIE AREA MAY BE USED BY MCGEHEE/AL RELIC.' PUBLIC, SUINECT TO IMPROVEMENT, sn.LIVIATER PARK PLACE. EEEN WITH. MO RE PORTION Or JAMACHA EntrvARD. AS SHOWN ON THIS ANDREW POTTER WE HEREBY GRANT TO THE OXNTY Cf SAN DIEGO A PERPETUAL MAR, FOR PUBLIC ROAD PLRPOSES, TOGETHER WITH THE RIGHTS EICND AND ASSESSMENT CERTIFICATE CLERK CF TIEGBOARD OF SUPERVISORS EASEmENT OVER, WON MO ACROSs THE PORTION CF LOT 1 AS TO EXTEND AND MAINTAIN DRAINAGE FACILITIES, EXCAVATION CELINEATED CN THIS MAP AN) DESIGNATED HEREON AS CLEAR WE, MINTY TREASURER-TAX rivIECToR Cf THE COUNTY OF AND EMBANKMENT SLOPES BEYOND ThE LIMITS OF SA/0 SPACE EASEHER TO MAINTAIN PROPER INTERSECTIONAL SAN DIEGO, STATE OF CALIFORNIA AND DIRECTOR OF PUBLIC RIGHT-OF-WAY, DATE VORICULAR SIGHT DISTANCE. WORKS Cf SAID COUNTY, HEREBY CERTIFY THAT THERE ARE NO UNPAID SPECIAL ArrFSSIENTS OR BONDS WHICH MAY BE AN) HAS ACCEPTED, ON ECHALF OF THE MARY/ BY, WE HEREBY RESERVE FOR TIE BENEFIT OF TIE RESOURCE PAID IN FULL, SHOWN BY THE BOWS Of OUR OFFICES, IFE EASGENT FOR PEDESTRIAN. NON-MOTORIZED VEHICLE, AND DEPUTY CONSERVATION DISTRICT OF GREATER SAN DIEGO COUNTY THE AGAINST TIE TRACT OR SUEDIVI5194 OR ANY PART THEREOF ECLESTRIAN nRAIL PURPOSES (TOGETHER WITH THE ACCESS CONSERVATION EASON:NTS FOR STREAMED AID LPLAND SCRUB. 4107IN ON THE MINDED MAP AND DESCRIBED IN THE CAPTION FASEISHIT TO MAINTAIN DE TRAIL) ALL AS GRANTED ON SAID RECORDER'S ERTIFICATE ALL AS SHOWN ON THIS MAP, AID PER ARAD CORPS OF THEREOF FILE NO VENEERS PERMIT NO. SPL-2016-00133. SAID FAsFIENTS TVE NOISE RESTRICTION AND CLEAR SPACE (ASSENTS AS wILL BE GRANTED BY SEPARATE CONSERVATION GRANT DEED. DAN MCALLISTER BY: GRANTED ON THIS MAP, TOGETHER WITH THE ACCESS RIGHTS 1 TO I, ERNEST J. DRONETELRG .R., REcoNocR or THE COUITY Or COUNTY TREASIERE-TAX COLLECT FROM LOT SWEETWATER SPRINGS BLVD MO FROM LOT 2 TO SAN DIEGO. HEREBY CERTIFY THAT I HAVE ACL,ty,tp FOR KB HOME COASTAL INC., A CALIFCRNIA CORPORATION, AS DA JAM4AG4A BLVD AS RELINDUISED AND WAIVED GI THfS MAP. RECORDATION THIS MAP OMER FILED AT THE REQUEST OF PAUL E. GOEBEL THIS - DAY CF 2019, RICHARD E. CROWTON BY: ANDREW POTTER AT O'CLOCK __.M. BY; ,7 leeltr ci ONECTOR OF PUBLIC WORKS FOR DIRECTOR CLEIRK OF DE BOARD OF SUPERVI DATED, ,E KLEI r ERNEST J. DRONEMERG, JR. DIRECTOR. FDRWARD PLANNING BY, DAM COUNTY RECORDER DEPUTY DEPUTY

FEE 19.00

PREPARED BY, 9755 CLAIREACNT MESA BLVD SAN DIEGO, CA92124 GRADING PLAN PDS2016-LDGRMJ-30095 COUNTY TtA 5588-RPL-1 Phone, (850) 614-5000 INTERNATIONAL CALIF. COORD. INDEX 1644-634(CCS83) JN 152741(170364)(134978) PDS 2018-LOMAP-00306

MAP NO. COUNTY OF SAN DIEGO TRACT NO. 5588 -1 SHEET 2 OF 6 SHEETS SWEETWATER PLACE

A NOTARY PUBLIC OR OTHER OFFICER COWLETING THIS A NOTARY pueLIC OR OTHER OFFICER COMPLETING /HIS CERTIFICATE VERIFIES ONLY THE IDENTITY OF RE IN)IVIDUAL CERTIFICATE vERIFIES ON_Y THE IDENTITY OF I7E DOIVIDUAL W143 SIGNED THE DOCUMENT TO WHICH THIS CERTIFICATE IS WHO SIGNED THE COCULENT TO WHICH THIS CERTIFICATE IS ATTACheD, AND NOT TIE TRUTIFULLIESS, ACCLRACY OR ATTACHED, AN) NDT RE TRUTHFULNESS, ACOJRACY OR VALTDITY OF THAT MOMENT. VALIDITY OF THAT MOMENT.

STATE CC STATE OF COUNTY OF ._.442.E.LEZLear COUNTY OF

ON 209 BEFORE AE. K • 044.114,S A CN BEFORE NE A NOTARY IC, PERSONALLY APPEARED NOTARY PLEI.IC, PERSONALLY APPEARED

Tecs.e v4esst ((-) PROVED TO NE ON RE BASIS or WHO PROVED TO ME ON THE BASIS OF SATISFACTORY EVICENCE TORE ThEPERSON(4) MOOSE NAACO 15/14 SATISFACTDRY EVIDENCE TO BE THE PERSON(S) 141-0SE NAME(S) IS/ARE SUBSCRIBED TO ThE WITHIN INSTRUMENT AND ACKNOWLEDGED TO ME THAT SUBSORIBED TO THE WITHIN INSTRUCT-1T AND ACKNOWLEDGED TO AE THAT ✓E/51.tto1cY EXECUTED The SAW 14 HIS/YER/T6CIR AUTHORIZED HE/SEE/REY ExEctRED I7E SALE IN HIS/FER/TIEIR AUTHORIZED CAPACITIES AN) THAT BY HIS/HiR/THEIR SIGNATURE(%) IN ThE CAPACITIES MD THAT BY HIS/HER/THEIR STINATURE(S) ON THE INSTRUIENT THE PERSON(%) OR THE ENTITY WON BEHALF CF WHICH THE /NSTRULENT TIE PERSON(S) OR ThE ENTITY UPON BEHALF CF WHICH 77E PERSCN(p5 ACTED, EXECUTED 71-E INSIRLMENT. PERSON(S) ACTED, EXECUTED THE INSTRUMENT.

I CERTIFY I-NOM PENALTY CF PERJURY UMBER THE LAWS OF THE STATE I CERTIFY UNDER PENALTY CF PERJURY UNDER TFE LAWS OF' RE STATE OF CALIFORNIA THAT TIE FOREGOING PARAGRAPH IS TRUE AN) OF CALIFORNIA THAT RE FOREGOING PARAGRAPH IS TRUE AN) CORRECT. CORRECT.

WITNESS MY HAND AND OFFICIAL SEAL WITNESS MY HAW AVID OFFICIAL SEAL:

SIGNATURF SIGNATIPE.

PLEASE PRINT NAV K • tk-ctatvi* PLEASE PRINT NAME

MY PRINCIPAL PLACE OF BUSINESS IS IN COUNTY. HY PRINCIPAL PLACE OF BUSHESS IS IN

"iv COLNISSION E>RIRES Dec•23,141A MY CORSAISSION EXPIRES:

cO(AIISSIDNIC. COINISSION NO

A NOTARY PUBLIC CR OTHER OFFICER COMPLETING THIS A NOTARY PUBLIC OR OTI-ER OFFICER COMPLETING THIS CERTIFICATE VERIFIES ON_Y THE IDENTITY OF TIE INDIVIDUAL CERTIFICATE VERIFIES ONLY TIE IDENTITY OF RE INDIVIDUAL WHO SIGNED THE DOCUMENT TO WINCH THIS CERTIFICATE IS AND SIGNED THE MOMENT TO WHICH THIS CERTIFICATE IS ATTACHED, AND NOT RE TRUTHFULLLESS, ACCLRACY OR ATTACHED, AND NOT ThE TRUTHFILLFESS, ACCLRACY OR VALIDITY OF THAT DOCUMENT. VALIDITY OF THAT DOCUMENT.

STATE OF STATE OF COLNTYCF COMITY OF

CN 2— EEFORE ME, ON BEFORE ME. A NOTARY PUBLIC, PERSONALLY APPEARED tVOTARY PUELIC, PERSONALLY APPEARED

WND PROVED TO LE CN TIE BASIS OF WHO PROVED TO NE ON 7VE BASIS OF SATISFACTORY EVICENCE TO BE THE PERSON(S) POSE NAME(S) IS/ARE SATISFACTORY EVIDENCE TO BE TIE PERSON(S) wl-osE NAME(S) IS/ARE SJBSCRIBED TO RE WITHIN INSTRULENT AND ACKNOWLEDGED ID ME THAT SUBSCRIBED TO ThE WITHIN INSTRUIENT ANC ACKNOWLEDGED TO ME THAT 1-E/1ÖHE/TIEY EXECUTED The SANE IN HIS/HER/THEIR AUTHORIZED HE/SHE/THEY EXECUTED The SALE IN HIS/W-R/THEIR AUTHORIZED CAPACITIES AND THAT BY HISAER/ThEIR SIGNATLRE(S) ON THE CAPACITIES AND THAT BY HIS/WLR/THEIR SIGNATLRE(S) ON 71-E INSTRWAENT TIE PERSON(S) CR THE ENTITY UPON BEHALF OF WHICH THE 11457MM:ha THE PERSON(S) OR RE ENTITY UPON BEHALF OF WHICH THE PERSON(S) ACTED, ELEOJTED TIE INSTRU,ENT. PERSON(S) ACTED. EXECUTED THE INSTRUMENT. • I CERTIFY UNDER PENALTY OF PERJURY MEER ME LAWS OF THE STATE I CERTIFY LOLOER PENALTY OF PERJURY UNDER THE LAWS OF THE STATE OF CALIFORNIA THAT THE FOREGOING PARAGRAPH IS 1RUE AND or CALIFORNIA THAT RE FOREGOING PARAGRAPH IS TRUE AND CORRECT. CORRECT.

WITNESS MY HAND AND OFFICIAL SEAL: WITTESS MY HAFID AND OFFICIAL SEAL:

SIGNATURE SIGNATUPF

PLEASE PRINT NAMF F.Cr PRINT RAVE

MY PRINCIPAL PLACE OF BUSIW-SS IS IN MY PRINCIPAL PLACE OF assiress IS IN

MY COAMISSION EXPIRES: MY COMMISSION EXPIRES:

COMMISSION NO. COMMISSION NO.

PREPARED BY: 9755 CLAIRE/40NT MESA BLVD Michael Baker SAN DIEGO, CA 92124 GRADING PLAN POS2016- LOGRMJ- 30095 COUNTY TM 5588—RPL-1 Phone: (868) 614-5000 INTERNATIONAL JN 152741(170364)(134978) CALIF. COORD. INDEX 1844-634(CCS83) PDS 2018-LDMAP-00306

MAP NO. BASIS OF BEARINGS: SHEET 3 OF 6 SI-EETS TEE BASIS OF BEARING FOR THIS SURVEY IS THE SAN DIEGO COUNTY REAL TIME COUNTY OF SAN DIEGO TRACT NO. 5588-1 NETWORK USING CALIFORNIA COORDINATE SYSTEM 83, ZONE 6, NAD 83, EPOCH NSRS2007, CSRS 2009, AS DETERMINED LOCALLY BY A LINE BETWEEN CONTINUOUS GLOBAL SWEETWATER PLACE POSITIONING STATIONS (CGPS) AND/OR CONTINAMS OPERATING REFERENCE STATION (CORS) P472 CAMP ELLIOT AND P473 'MAGNA BEING S39'42'24'E AS DERIVED FROM A. /45' PROCEDURE OF SURVEY /s2. GEODETIC VALLES PUBLISHED BY TIE CALIFORNIA SPATIAL REF. CENTER (CSRG) ANVOR o• SURVEY (NIGS), RESPECTIVELY AND IEETS ALL TEE REOUIREEENTS O NATIONAL GEODETIC SIEET 3 CIRVE DATA TABLE %CET 3 LINE DATA TAELE OF TIE CALIFORNIA PUBLIC RESOURCES CODE. CI CL 4.13'49'10" R.1000.00' L.241.19' LI S50'01'16'6 214.93' ..'''''•S.FD1zT,,,3ED:o145:*0:4,33...s c, e STA NORTHING EASTING [4-13'49'10' R.1000.00' L-241.191R9 (55001'16'W 214.93169 P473 N JAMACHA_LFCS2004 1847482.281 E 6346554.408 (4.13'48'22 R.1000.00' L.241,25') k R4 (049'29'2118 215.00') k RA T . :e. k.,..'' 7:973.15:7.:1„. P472 CAMPELL10TC52004 N 1904389.840 E 6299297.704 02 Ca.. 4.16'56'00' R.0000.00' L.295.54' L2 648'15'56"8 240.09' / ,,., , ,, BOTH HAVING A CALIFORNIA COORDINATE VALUE OF FIRST ORDER ACCURACY OR BETTER. [1'448'15'56'6 240.09' )59 5, [A-16*56'ocr R.1000.03' L-295.54')R9 ''''I----F'CwlE.D- 2' IP WITH <6.16'55'43' R=1000.00' L.295.48') (648'43'55'6 240.21')k 84 ),.r. SFR DISC STAMPED RCE FD. RAG OUOTED BEARINGS FROM REFERENCE MAPS OR DEEDS MAY OR MAY NOT BE IN TERMS 13 626'09'20'W 170.93' '"'Air2A, OF SAID 03 PL 6.6.13'49'13" 8.945.00' L.227.94' 31839 PER CORNER NAIL(AC %. SYSTEM. C4 CL 4.25'20'23' R.800.00' L-265.36' (82609'20'W 170.931R9 12' SCRIBED ON DISTANCES SHOWN HEREON ARE GROUND, EXCEPT WHERE NOTED AND ARE IN TERMS OF \:5‘ RECORD 3599 RECORD) "J',7, [6P25'20'23' 8-500.00' L.285.38' 389 (828'40'37"9 170.83') & 94 , MANHOLE PER THE U.S. SURVEY FOOT. NOT FELD FCR R3S 9326, MS (6.25'20'23" 8.800.00' L.265.36') L4 N 26'09'20' W 171.06' CL, ETC CF 4.30'45'10' R.1000.00' L.536.74' L5 859'50'33'E 217.37' 767 AM ROS GRID DISTANCE GROUND DISTANCE X COMBINED SCALE FACTOR. 05 CL CURVE (EC) .4'4' 8551 (4.30'45'10' R.1000.00' L.538.74'1/9 [1459'50'33'E 217.37')R9 (6.'30'45'05' R.1000.00' L-536.71') (1459'02'48"E 218.09') 95 AT PT."A" (1459'22'18% 217.50') k RA 08 CL 6A08'50'35" R.600.00' L-92.60' C 2g.61rCtRgAIL CONVERGENCE ANGLE IS -023'37.44, CSF: 0.99999207 (4-08'50'35' R.600.00' L.92.80')R9 L6 N64'04'01"E 484.92' 7F ELEVATION OF POINT "A" IS 476.445 (N0V029) (4.08'51'23" R-400.00' L.92.74') le R4 (N84'04'01"E 484.92)69 DETAIL A° BENCHMARK: CONTROL POINT 1212. PER ROS 14492, LEAD & BRASS TAG IN CONCRETE (1463'33'20"E 485.03') 85 DETAIL B C7 PL 4.09'09'18' 8.856.00' L.104.62' NG SCALE GUTTER SW SIDE OF OMEGA/ARAPAHO SwELTS, STAWED "SD CITY ENG" NO SCALE ELEVATION 263.88 (NGV029). BASIS OF MRS 'CANPELLIDT' BEARINGS P472 539'42'24"E PARCEL 26888-01-01 EXCEPT-63 FRom /WM R4 73.970.71' (GRID) TIE CORS P472-P473 - AND SHOWN ON SEE GRID TIES DETAIL ON THIS 9-EET R3 SEE DETAIL D, SWET 5 1(--- ROS 6668 MAP 1512 SEE DETAIL \ Ay, (N89'34'30'W 817.51') / (A69'03'55'W II LIA.IrC \I 817.73'1R9 MAD STANDARD ) I 1469'03'55'W 817.73' 't\ .-.,,.. SIRVEY MCNUENT MARKED OUND 2' IP WITH -- 5 542 00° w TA RCE 13782 PER ROS 9326. 41:5A DISC STAMPED RCE 5'.542 1" i. * -. MAPS 8167.8200,8446.9234 31839 PER CORNER ‘%\ OMER RECORD 28766 6 \ 0:sl5. .la (CCM 3599, ‘4, 4,9 it, ACDEPTED AS \ ,A137."1: TY CPRNER 41> "35 6 .AS.. .., tC. Ot4.

tO/ TP'51:1 1.," NK- k , .,,p1S° ‘ IdP:bbe' '502(0, 14Ci• CCS 83 CRID NORTH ,40.0,66 SI" 1:" 4,95sCf' 1 OON ft% 4 4c, 200' AOC 600' lr\h CR. 'OP FOUND MAG ' 5r T'> SEE SCALE: 1 200 NAIL k DISC 'W. CETA L /6 C,ObblVi261"1:61.- SC CO. C igP of- ENGINEER PSR 6: CP CORNER RECORD t,AL.J25, ,k1r Q61‘.45 28788(R6) , MUD STAWARD SiSEl.FSURVEY IDENFICAL POW( 16,1 immix( WITH 2" IP MARKED LS 6427 0365 CAAFELLIOT 0. , TA:tS FER MAP 14720 AT INTERSECTION P472 JAMACHA AND FOLEx WAY FOUND RAG NAIL AT - (0.13' scum OF cL) RECORD DISTANCE .‘,451 05.616 '`2';-%,n \ ‘1.$ FROM EC Ct. TO NORD( FOUR) STANDARD SHALL) 9.IRVEY MONUMENT WITH 2" IP 1---, PER RI. NO FLAEORD, MARKED LS 6427 FER MAP 14270, FELD FCR CL JAMACBA BLVD ACCEPTED AS 80 90.02'[90.02')99 (89.89187 e"‹.6 • .wc• \ RP CENTERLINE 0:\.$ FD. 2' IP WITH DISC STAMPED LS 4871 PER ROS 9326, -:? "4•N CORS FD. 2" IP MARKED LS 4871 DISTURBED .0.39'02'37"E 0.08' ERcii 8C CL, NOT 1-10.0 JANA 6101 215.:.33:1002 P472 FER RI HOJD FOR FO. 2' •IP MARKED -S!) CO. BEGINNING OF CURVE // N40'26'33"W 30.00'(R) SURVEYOR' PER CR 22024 • \ ' . --POINT 'A" S50'C0'19"W(R) TO TPI i5 _ , (640'59'35"w 30.00'(R))k R4 (-6 -' .4.i NAG NAIL FOUND NO RECORD 112.552W_212W.00.... N70 48 50 W 0.24 FROM CALC N32'35'52"E 33.94'(N32'32, 13"E 33.85') POSITION OF END OF CL,R‘E POINT 18" (EC) (NOT HELD FOR EC) 61. 4f1/ 1. SEE DETAIL 8 y MUM 4 PUNCH MARKS ON SHEET INDEX GRID TIES DETAIL NO SCALE t MANHOLE NM ROS 9326, kIS 787, SHEET 1: TITLE SHEET, STATEMENTS, CERTIFICATIONS VICINITY MAP ‘9, ROS 8551. WO FOR ct. SHEET 2' NOTARY JURATS AND SIGNATURES • NOT TO Si'M F A INTERSECTION ...MUCHA BLVD SHEET 3: PROCEDURE OF SURVEY, BASIS OF BEARINGS, EXISTING CONDITIONS, DETAILS AND SWEETWATER SPRINGS O. SHEET 4: MAP SHEET WITH PROPOSED LOTS & EASEMENTS, LEGEND DATA SHEET 5: ADDITIONAL DETAIL SHEET

PREPARED BY: 9755 CIAIREMONT MESA BLVD Michael Baker SAN DIEGO, CA 92124 GRAD I NG PLAN P0S2016-LDGRA4J-30095 COUNT-Y TM 5588-RPL-1 Phone. (858) 614-5000 INTERNATICML 1844 ,N 152741(170364)(134978) CALIF. COORD. INDEX -634(CCS83) PDS 2018-LDMAP-00306

\.

MAP NO. LOT AREA TABLLATION SHEET 4 OF 6 SHEETS COUN1Y OF SAN DIEGO TRACT NO. 5588 -1 •-s";" LOT 1 GROSS 90,192.67 SF (2.071 AC) APAO' LOT 2 GROSS AREk 656.413.94 SF (16.069 AC) SWEETWATER PLACE 97. PORT/ON OF JAMACHA cod' 16' BLVD DEDICATED HMEON 1.897.50 SF (0.044 AC) LOT 2 NET ARCA: 654,516.44 SF (15.025 AC) o‘ LtATMTER PARK PLACE 31,655.89 SF (0.727 AC) „4\`' 5 . 04" N'tti

0 .2

DETAIL 5 NoT T0 gam F EXAGGERATED FOR CLARITY / 4,4 / \`• , _._ , / w& ‘ A — .... Al• , A. 1 r,..;.. / .,,,00' ,Tffi ;; -1. ,..t. ,15.* ,.. \ ,:, EX I ST I NG ROAD E:ASENIIENTS / (ALL OFFICIAL RECORDS) TO THE CANTY OF SAN DIEGO: ABB1EVIATIO4S4 REC 4 RECORDED. DOC# 4 94. DOAAENT mileEl 0 55.00 FOOT WICC EASEMINT PER DOC# 2013-0151488 REC 3/8/2013 t 00C# 2013-0037426 REC 1/17/2013. NNI V [PARCEL 26898-01-03 FCR CCED 94] ® 51.00 FOOT WIDE FARMFNT PER DOC# 87-429911 REC 7/30/1987 a 0e RESOLUTION DOC# 92-0344628 BCC 8/3/1892. 151' 51.00 FOOT WIDE EASENENT PER DOC# 87-429912 REC 7/30/1987. 55.00 FOOT WIDE TO EASSIENT PER CEEB 94 (PARCEL 28896-01-04) § 26.00 FOOT WIDE EASEMENT PER DOC# 90-0610392 REC 11/9/1990. 03 IPAIWIEL 90-0359-A) 60.00 FOOT WIDE EASEMENT REC 8/9/1934 AS 800K 310, PAGE 419. CP 8 100.00 FOOT RICE EASEIENT REC 6/13/1952 AS BOOK 4494, PAGE 576.

PO' _4 74, PROPOSED EASEMENTS 90 al PUBLIC TRAIL EASAENT FCR PECCSTRIAN, NON MOTORIZED VEHICLES, t EMESTRIAN T„:0 -b. TRAIL PuRPOSES GRANTED TO TIC COUNTY OF SAN DIEGO AND ACCEPTED MEREON. (6101H VARIES, SEE DETAILS SHEET 5) E CLEAR SPACE EASEAENT GRANTED TO THE CANTY OF SAN DIEGO AND ACCEP113) HEREON (SEE DETAILS SFEET s) L I NE DATA TABLE '96 • NOISE RESTRICTION EASEIENT OVER ALL OF LOT 1 k LOT 2 GRANTED TO THE COLNTY s. LEGEND: CF SAN DIEGO AH) ACCEPTED HEREON. NO. BEARING LENGTH • FOUND MONUMENT AS NOTED (SEE SHEET 3 FOR DETARS) E CONSERVATION EASOANTS FOR STREAMS:ED AND UPLAN3 SCRUS 1 1425'55'59.6 114 76' • FOUND STANDARD STREET SURmEY MONUMENT AS NOTED RESERVED H/REON FOR ThE EXPEFIT CF THE REOYJRCE CONSERVATION DISTRICT OF 2 1438'25'29'E 188.24' ac7. (SEE SHEET 3 FOR OETARS) GREASER SAN DIEGO =NTT, (SEE DETAIL SHEET 6) 3 1B9'41'31"E 62.58' <9. 0 SET 2" 24" RON PRE MTH C4SC STAMPED LS 8486 4 N63.50'40E 118.63' sET STANDARD STREET SURVEY MONUMENT THIS MAP CONTAINS 2 LOTS WITH 17.14 AMER TOTAL 663'50'40"E 63.63' VAN DISC STAMPED LS 8488 LOT 1- (2.071 ACRES GROSS) CONSISTING OF A PUBLIC PARK TO BE cawenD) IN THE FUTURE. 6 N2609'20'1 98.95' lP SET CLEAR SPACE EASEMENT MARKER PER SORSD DS-16 LOT 2- (15.069 ACRES GROSS) CONSISTING OF 122 RESIDENTIAL CONDOMINIUM UNITS. ACCESS OPENING 1 \\c', ( ) RECORD DATA PER ROS 9326 (91) 7 N26'09'20"6 54.00' ]R# RECORD DATA PER REFERENCES (SEE REFERENCE UST THIS 8 N26'09'20'W 170.93' \ SHEET) SNF SEARCHED NOT FOUND, NOTANG SET IP RCN PIPE MAP AND DOC:LANE:NT REF:I:FEE:NC:F:13: OR OFFICIAL RECORDS RI RECORD OF SURVEY NO. 9326 MONUMENTAMCW NOTE: BC BEGINNING OF CURVE R2 CAL DEPT. OF TRANSPORTATION-FROPERTY RETRACEMENT SURVEY (MS767) UNLESS OTHERVASE RAYCATED, ALL LOT EC END OF CURVE R3 cm_ DEPT. OF TRANSPORTATION-RICHT OF WAY APPRAISAL MAP NO. 49551.2 CORNERS AND PCANTS OF CURVE NOT SHOWN ///7/./////, ACCESS RIGHTS REUNOLASHED, EXCEPT AT R4 VESRAG DEED 00C# 2018-0413176 REC 10/4/2018, O.R. RATH A SET 2" RON MPE PER LEGEND WU. 0 100 200 300 ACCESS OPENINGS 1 AND 2, AS SHOWN HEREON R5 MAP NO. 9234 BE MONUMENTED MATH A 3/4" x 18' RON EXISTING EASEMENT LABEL (SEE UST RAS SHEET) R6 CORNER RECORD NO. 26786 PIPE VAN DISC STAMPED PLS 8481 PROPOSED EASEMENT LABEL (SEE UST PAS SHEET) R7 MAP NO. 14270 RS MAP NO. 8167 SCALE 1"4100' 99 ROS NO. 21765 PREPARED 81': 9755 CLAIREMONT W.SA BLVD Michael Baker SAN DIEGO. CA 92124 GRADING PLAN PDS2016-LDGRMJ-30095 COUNTY TM 5588—RPL-1 Phone: (SWS) 614-5000 INTERNATIONAL .91 152741(170364)(134978) CALIF . COORD. INDEX 1844-634 ( DCS83) PDS 2018-LDMAP-00306

MAP NO. SHEET 5 OF 6 SHEETS COUNTY OF SAN DIEGO TRACT NO. 5588 -1 SWEETWATER PLACE '50'33"E 3.17' 1N59"50'19'E 3.22'1 18/ .51 • 03 55 II 917 .1,01,1; 51 [N88'04'60'8 817.88'1 DETAIL 'E' LINE/CURvE DATA ••P .1.1' 19 SEE DETAIL A .81 ••O SHEET 3 PARCEL 26898-01-01 KO.BEARING/DELTA RADIUS LENGTH .•• 9 IWO PER R3 AND R4 1 3163'41'24E 1.77' 2 6750'51 24.00' 28.42' 3 1I83'50'40"E 5.21' et?;. -141 4 2550'51' 180.00' 81.20' .•13 ,f; SO, 4; 90 5 21'16'02' 120.00' 44.54' -I' °•,:'" Tp SP ' 6 668'25'29"E -- 56.11' ‘ 7 09'03'51' 100.00' 15.82' ‘.4, 8 N59'21'38"E -- 50.00' 6 ,•49:9'Pe0 9 103'4614' 70.00' 126.78' 00 „y9,•,...... 6 10 516'52'08'E 23.71' No r , 11 404427" 40.00' 28.44' , r 14MWMPER 12 24858'43' 48.00' 208.58' MD 54 IN THIS 4P• 60 .‘ % sd" DETAIL EXCEPT 13 37'18'06" 40.00' 26.04' LP k. 111.68£ NOTED .-1:;.•,`-4,. 14 925'55'59'W 10.46' NO :15.0 15 85'38'32' 25.00' 37,37' CENTERLINE SwEETWATER PARK PLACE - DATA A It% ‘.05 16 56825'29'6 -- 109.11' NO.BEARING/DELTA RADIUS LENGTH TANGENT 2, \s 17 21'16'02' 180.00' 66.81' 54 625'55'59'W 114.76' CI_ 18 25'50'51' 120.00' 54.13' 55 N6825'29'E 188.24' CL ANGLE TO PI \\ \'k 19 563'50'40'W 5.21' *7Act\ ‘ 56 809'41'31E 62.58' CL PI TO PI ., \ 20 90'00'00' 24.00' 37.70' 57 N63'50'40"E 118.63' CL PI TO CL X C._ VP t \ 21 1426'09'20"W 98.95' 59 2550'51' 150.00' 67.67' 34.42' (11 ' ACCESS OPENING 1 60 21'16'02' 150.00' 55.68' 28.16' 52 165'08'50' 48.00' 155.10' 61 853832' 55.00' 82.21' 50.97' • 4 \ MEE/WATER PARK PLACE 44° 53 63'46'53" 48,00' 53.48' 62 N63'50'40"E 29.21' RIGHT-OF-wAY \ INI ACIFEAR DEDICATION FUR SWEETWATER PARK PLACE DETAIL D cti! f$ I6I4.01414 Alm THE RICA-IT TO EXTEND RAD MAINTAIN EASOENT CRAINAGE FACILITIES, EXCAVATION AND EMBAWAENT EXAGGERATED FOR CLARITY , SLOPM BEYOND THE LIMITS OF THE RIGHT-OF-WAY SEE SWET 4 FOR EXISTING ROAD DETAIL E SWEETWATER PARK PLACE DEDICATED AND ACCEPTED HEREON EASEMENT LEGEND SWEETWATER PARK PLACE- 31.555.87 SF (0.727 AC)

1459'50'33'E 1,64'04'01E 1462.74 Ny"-- 214.20' 4 tsok DETAIL LINE/CURVE DATA DETAIL 'H' LINE/CURVE DATA l'23likA7L25"!SB) NO, BEARING/CELTA RADIUS LENGTH PARI(Pliet- NO. EEARINO/DELTA R9011.6 LENGTH 6 24 N48'15'56W a 120.19' 61 164'52'56'w(R) -- 22.00' /' 28 N64'04'11"E 12.97' 52 N7333'086(R) 34.00' 74' 7 32 546'15'56'F -- 104.82' -- // 630 DEDICATED 63 468'27'54'6(8) - 34.00' ----- 33 08'15'05' 668.00' 96.20' .15.5•24•02-E CLEAR SPACE 64 N64'19'29"W(R) -- 22.00' 34 09'09'18" 656.00' 104.82' 660.17' EA9DWENT GRMWIDO ACCEPTED 65 N33'17'45'W(R) -- 22.00' I AND ACCEPTED HEREON 37 530'14'41'E 24.61' . ,,v_ !t, FEREON 66 28'16'13' 40.00' 19.76' I 658.24' 02"E 1,--- 40,9B!, _., 1'5,4 (SEE 38 654'47'41'E 52.75' X 67 28'18'13' 52.00' 25.69' "....- 94.02! DETAIL E) 39 31'55'58' 25.00' 13.93' 68 65'10'09' 34.00' 38.67' \ ! ) 40 N22'51'43"8 -- 283.85' \ . ./, 69 61'01'44' 22.00' 23.43' \t400•24'02-E. . . 41 1459'50'33"E 10.08' 79 05'25'14' 34.00' 3.22' -.. N.0e*E. 02 E 42 522'51'43'E -- 290.14' 71 20'33'27" 22.00' 7.80! ACCESS / .)‘715,02.''...-IV 105.00' 43 3e55'58' 15.00' 8.36' 72 1613'17'45"w(R) -- 43,00' / OPENING 2 , N54'47'41'W 54.93' 73 N.31'35'58'8(R) -- 40.00: / SEE DETAIL 37 4\4 16% J . 45 530'14'41'E 38.85' 74 81'35'11" 22.00' ,/ 46 N54'47'41'w 27.08' 75 7035'23" 34.00' 41.89/ NOT TO SCALE v a.s. lk.„r 2 LOT 2 ID t\ 15.069 ACRES GROSS 15.025 ACRES NET ..aulag:t„,_ 660,17' N75'58'12 11 ...._ 630 74' - _1416.19:___ . N58'24'02"E xocis-s- 15.55' N 58' 24'02' C NW 46.15^E‘P ASEME?erARCELS t \ OPENING 2 (2714112C441 E.a4 33 EASEADIT 16-79. o 713.02' TO TRAIL -7--- - RIGtT -OF-WAY HO. 2 AND TOGETHER 54 JAMACHA OPENING JAWACHA BLVD e -CT ACCESS PORTICN OF EPAIRA,z - -FueLl DEDICATION, AN) MAINTAIN EASO.ENT TO EXTEND SLOPES SCALE l' =50' W1R) WITH THE RIGHT AN) EMBANKMENT "A--.1440'45'16 PUBLVR,A EXCAVATICN RIGHT-OF-WAY EEDIcAsto 12 FOOT HER511_0t4 FACILITIES, OF THE DETAIL) waEAccep TNE LIMITS SHF_ET 4 FOR BEYOND PERECS (SEE DiTAIL F AND ACCEPTED MCLEAR SPACE EASEMENT \/. DETAIL. H 1,047.83 SF (0.024 AC) SCALE 1" -100' 0 PUBLIC TRAIL EASEMENT FOR PEDESTRIAN, NON-MOTORIZED VEHICLE, SIEET 5 NOTE: SFX SWEET 4 FOR EOUESTRIAN TRAIL PLRFOSES 23,519.68 SF. (0.540 AC) MONLAENTATION NOTE AND LEGEND AND FOR FLLL EASEIENT LEGEND PREPARED 87, 9755 CLAIREMONT MESA BLVD Michael Baker SAN DIEGO, CA 92124 GRADING PLAN PDS2016-LDGRMJ-30095 COUNTY TM 5588-RPL-1 PhOne: (888)614-5000 INTONATIONAL 44 152741(170364)(134978) CALIF. COORD. INDEX 1844-634(CCS83) PDS 2018-LDMAP-00306

66,_ •

MAP NO. COUNTY OF SAN DIEGO TRACT NO. 5588 -1 SHEET 6 OF 6 SHEETS SWEE1WATER PLACE

t k

ODS 81 CRID IERTH 1.4 DETAIL LINE DATA \ AV. EEAR/M/DaTA LEN3714 50 25 0 50 100 150 1 67500'00'E 8.64' 2 967'13'03'E 12.30' PARCEL A STREAMED NORTH) \ •\ 73. 3 N5143'02'E 19.9S' somF 1-.50' CONSERVATION EASENENT 5,254.05 SF 0.121 ACRES 4 N4342'24E 55.14' 5 N65'04'11'E 242.36' PARCELS 6 N24'37'086 10.75' 7 N64'04'01E 251.43' AREA TABULATION. PUBLIC 8 925'55'59'8 7.26' PARCEL romsinss AREk SCUARE FEET ACRE TRAIL EASEMINT 9 964'04'01"E I 32.55' 10 N25'56'04-14 4.54' A-STREAMED NORTH 5.254.05 SF 0.121 AC SEE DETAIL \ H. SWET 5 bit 11 N67'06'17'E 8.80' 8-STREAMED SOUTH 13 490.24 SF 0 310 AC 12 922'51'43"8 2.24' 18.774.29 SF 0.431 AC ,h573 13 N67'06'17"E 44.64' A.31'55'58- ,4 03 14 504'36'40'8 7.49' C-4.PLAN2 SCRUB N 4,060.01 SF 0.093 AC 6 0.4PLAM3 solue s 7 525 03 SF 0 058 AZ R.15.00' „‘„, 15 N1154'15W 10.00' 6.585.04 SF 0.151 AC 1. 16 N65-54'59"E 4398' 17 958'24'02E 415.00' A.71"44'57" CCA00Il&1) TOTAL 25,359.33 SF 0.582 AC 18 N59'39'52'E 396 71' R.15.00' TP 19 4463 49 43 E 54.94 L.18.76' 1 20 85500'00-6 6.00' 21 N65'00'00'E 9.00' 22 925'00'0017 11.98' LOT 2 23 N2500'00'11 23.32' . 24 N65'00'00"E 12.00' PARCEL C SCRUB (MRTH) 72,„•os 4060.01 SF (0.093 ACRES) 4 5,1

PARCEL B STREAMED (SOUTH) 13,490.24 (0.310 ACRES) 0. , ‘4. SPAR AOtESS NOTE a. All PARCELS *11111/1 1195 SUMISCHI NAVE A WHAM OF 100 SPJARE FUT CF SOLAR ACCESS FOR EACH ROME EPELUNO UNIT ALLOM SY THS SIAIOMPON AS REQUIRED ST SECTION 01,4014) OF M MORISON MINANCE,

\''.------\;-----?

4 PARCEL D- UPLAND ssmis (SOUTH) \..., 2,525.03 SF (0.058 ACRES)

• 43. 6F3 • 005' No' .4* , DETAIL I CI CONSERVATION EASEMENT PARCELS 0 ;?.°"

PREPARED BY: 9755 CLAIREMNT MESA BLVD AffichaelBaker SAN DIEM, CA 92124 GRADING PLAN PDS2016-LDGRMJ-30095 COUNTY TM 5588-RPL-1 Phone: (8.58) 614-5000 INTERNATIONAL 14 152741(170364)(134978) CALIF. COORD. INDEX 1844-634(CCSB3) PDS 2018-LDMAP-00306

Exhibit 1

Improvement Plans

•

IMPROVEMENT PLANISI GENERAL NOTES ABBREVIATIONS FQ TOPOGRAPHY SOURCE WORK TO BE DONE I. A POWIT SHALL FE M.P. 11119 vC CONTY CEPARTIENT CF 11.01C MS RR ND ASPHALT CONCRETE MR J. LANG l ASSCC, BOER IITIPOI 110 911111116110.6'911. AGGREGATE BASE 1003190/15 011151 6 110 FOL1.0111C ION TO ff MC 1600110 ED HESE FUNS. RC ASSEMBLY 2632 KNIT OPE. 91I1E E TUSTIN, CALIFIRNIA 125S) 0.1RENT SUI DIEGO COWITYCEP.IENT 6 RELIC ERIS SFEDIFICATICNS SRC. 2. PE SIR.. SECTION SHILL It I/1 ACCI..11114 SAN 01.0 00ITY STROARIS NO AR v... RELEASE SWEE7WATER PLARCE PROVISI. f01 11069011 6 SLIBMVISIOI tIASTI 110 31/10410 PERROCE 51111110. AS AFRO. Ti WIRIALS LARRATCRY. BC BEGIN CURVE PH3E (714) ets-mn BO BLOWOFF 3. PPM& CF TIESE IIPROEIENT FINC AS SON 0E5 NOT COC7111/TE CAROM 6 AM' BVC BEGIN VERTICAL CURB 1611CREER 4295 COISTFACTIO4 OUTSIDE DE ERGE. =OAR. CURB NLET DATE IF POTICRIFIR, 0915/13 LEGDO CENTERUNE 4. ILL KUM. UTILITIES EMIR TIE STREET R100-6-011 SR. Er CINSTRUCIED, CORO. INT.. 1' FRCPOSED ITEM STANDARD DRAWING SYMBEL CONCTISID NO TESTED MICR 70 COSIRCTICN Cf 010, 13.10, CROSS BITTER ND EC END CUT. PAVIM. EC EXISTING GROUND R10I16 /ALPE EL ELEVATION BASIS OF BEARINGS lAHTl N. I7E EXIST.. 100 LOGATI6I CIF 1T15119 UCERDY:613 FACILITIES SON Jl TIESE EP ECCE OF PAVEMENT LDE PLA. OBTAIN. A W.H OF RE AVAIL/. RECCRIS PE ELST 6 0.111 ESTE EASEMENT PE IMSIS 6 E0.5116 RR MIS BRET IS . SAY 01E03 OW, MIL THE FIN. COMIR 1301,16 TIM ARE 10 OTHER COSTING FACILITIES EOM AS BUM IN 111. PLAYS. EC END VDU.. CURVE NE11017 16110 CALIFON.. CCOOINATE MEN 85. DIE 5, NC 63, E064 1090E07, 11219E1 00 aentocro3 5 FECUIRD TO 106 1401.101C111RY WALKS TO PROTECT NB 00 5115 CS. 210. AS DET.I. LOGALLY 01 A UTE FE.. =TIN= 90541 MP 8 OM (UWE MI TC 11o.so DIST. FACILITY 9121009:11 1111118 OTI. WHICH 15 10T cr wo. 10 lat DON rvE051 R rre.e,r POSITION,. 5.1E0 (WS) MAP ONTINAG WERE. STATICN Tilt .C1 0103 RE CUTTER 6-02 014 PE. RA.. EC FINISH C.DE myarlm EH PRE (036) P472 CAP ELLIOT . 1473 J.. 6115 S39.42.141 AS MI. El. S. L6AT1CN 105 armllll cr maroons 10 8 101 BY Fa TO EE DIE %LILL It FL FLOW LINE 6910611 VALLES REL.. IR TIE .11100110 I11IN4 RUM. CENTER (CSC) .TE 'A' ONGETE CRIVUAT MFR. BY nap IE.RDENTS EMIR TO CONST.CTION Œ 1011 1138. CORRALTOT 6 FINISH SURF.E MOM NATIO. GEODETIC SANET (NZ). 60E11I10.1 410 .TS ILL TIE 11U. INHE IDELCRATCRY DICAVATIOPS NO LCCATE DISTITC LICER01010 FACILITIES GRADE BREW 80lI6110.6 6 DE EJLIFORIA RILIC 66111163 MEE. 11TE .B• DAB RAP 'l11! SLITICIENTLY PAM 6 OICIRCTION TO PEWIT TEVISICNS TO RANS IF REVIST. ARE =ATE 16/213.1 BECALM CF A.LIAL LOUT. If EXISIDC FACILITIES. 1NvERT ELEVATION 516011. No. NUMBER T. TIE CINTRACRIS SULL 101115 tit SIN 01E61 6.00 0.011111 031.0 PRIGS 13 OWD OTAY wATYR DISTRCT /C MUDD PCC POINT OF COMPOUND CURVE STARTIIC 160 TEAR COPAN( FACILITIES . STILL 0360111AYE 11910 OM 161 SHEET INDEX COP.R.BSENTATIKS. PCR POINT OF CURB RETURN C01311-11PAMEIR WC POUTVINTL CHLORIDE POINT OF VERTCAL MTIMECTION TIRE 0.1 NRICE ALL ELECTRICAL NO CAS 6111115 WITHIN THIS FROECT ll0 WM.= 01110 0/01LAY INSTALLATIONS.• FCR LOCUM 6 ELECTRICAL GAMES 1/0 GAS PIPING NO R/W RIGHT OF WAY A08RIENNO3 CINNET PE SAY 0160 GIS NO 0.0011111 MAW. SORSO S. DIEGO REGIONAL STANDARD DRARING CROSS WI. SR. DRAIN SO STORM CANN RRIC SPEET 1.09901. HOU IRP MERE. 1-000-411-7343 STORM DR. MEMOIR JAW. 0.101111011PUN SI300 SAN DECO G. & ELECTRIC T1PE ORD 1.1 r,7 S. TIE 0.11.911 SKILL 111111 AM PC. 9611117 S1IlllŒ 910 SEFTTIATER PARK RAM OENO_ITIIN RAN PRICR TO START. 1611 WM MWAttt SHEET -8 .ACHA 11043 RELIC 1.69ENT RAN FACILITIES NO SIALL 0901NATE 141.6 RIM WM CONYANI SISFILSERATIVES. r. 10. WATER (PVC) 0 Pr rA7411'''C'e 916TINTER S1lll0ll 6.15 PL0L1C 101300IT FLAY ICTICE ALL TETER. 10196i111111111 MIS ME. 0010. NE VEER.. THRUST BLOCK 5111.901 PARK RACE KELM 111111.15CNT PUN r r18 (PRI 11000A111113. RR LOCATION OF GAMES . OPRRIENNIGES CORACT ATV BC. re TOP Of CURB SICETTATER 11.00I10 'A' RELIC 111.9900 RAN TEMP TEMPOTIARY SIEETWATER 1151100 TIM KRIM '8' RELIC 1106100(T FLAN UTE VALVE 111-01, 1IN03 TE1.1.129 1-800-02-4135 TDP OF FOOTING 5-15 RAMC UTILITY RIR 'PrG TOP Of GRATE TRAFFIC SI.L .IFICATION FIRE IITSOOII 0061111 16-01, 11--01 S. 17 SOLL Er 110 FiSPRISIBIUTT IF TIE EDELIPS TO =TACT PE WILT. MUCUS. TOP OE WALL 0lTL16 HQl CF llf ERCRIS. 11FROM11lTS MO MIR Ilt 039 6 RELCCATI., IF Tyr NTI SIENING . snow FIAN WPC. PROJECT LOCATION CRAY PARR 1319111C1 ONSITUCTION 6 A INTER SST. TIRE 9E6 DRAM DAM 1R-01 WAS WATER .E.6 . STANDAF. MAP v4/ w. OTAY IATER DISTRICT CaSTRICTICR De A IWO M. 10. 10, ILL TELEVISIO1 SBNICIS EDON THIS R0ECT 018 IMMO. INSTALIATICTS.. FOR 2? OTAT WATER DISTRICT 016110.1. 6 A 916 SYST6 TOY IANY SE. 04191 (10.1* 2) S010, 511413. S11-01..-05, SPOT (.) LCCATICII OF GASES AND APEURIBINCES =TACT CAT/ 71-23 OTAY WATER DISTRICT CINSIRCTION 6 0 PATER MIDI GUN 1111 PUNE TELD109 1.0-0,1133 5E1101111.402 0113,5,5,61 5401, 91-03, S.M. 01-05 OLILL 11. P101 SM. NO PUNS EPA. STREET LICHTS FE 90111 10 PE •AStuILT • NOTICE SETO 1105014000 11611S0. ALL SORES STOLL BE LLEATED WITHIN TIE =ICA. r (PIC) 91.0 - s - RIBIT-6110. 01 11P4111EASSENTS CEDICATID TO PE 03.0 CF DIEGO. TIC 1551111a Cr MIS PONIT/OPPROVAL BY Pf 00161 CF SOO DIEM 006 151 011111 SEVD, WHOLE ONER 12. 1/3 PAVING SHALL Er WC URI EXIST. POWER 1515 ARE MEWED COSI. 110 AUTPRIM SIS ANL.. PLR SID R00,11TAR8SVAL TO V.A. flll FEECRAL. 0 STATE,OR CCU/TY MOS TO ER Me. LAPS. 601/0.6. REGULATIOC, CR POLICIES 1.1.01.. MET SIT 151 LI4I90 TO, TIE FIEERAL ENDANGGED SYECIES ACT . 0011 LICHT )zE-f4 13. PRIVATE ROAD 11601100. 61311 16E01 NE FM 1.181A1TIN 00, MUM' OR [CMS 1.100.0115 110110. SIOORPE WEEIN DXS POT =STIR. APPROVAL CR FESPOCIBILITY ND XI. FM ExISTIND ITEM SYMBOL Pt 1616N CR 0.11119061 6 TIESE PRIVATE 11.0006. (IF APPLICARE) PROJECT ENGINEERS NOTE TO CONTRACTOR DIST. OMR SSD-- 14. ILL SRNS TO 6 ALIMI. WITH 9 0101 MIMI. TYPE ROIECTIVE FACE IR STORMWATER EXIST. THIER E0IIVALENT. STRUCTURAL POLLUTANT CONTROL AND PE LOGATIOIS 6 IR UDE.= STREWS. MN CR 11E4 RIMS HAVE 0E01 HYDROMODIFICATION CONTROL BMpS 0391101101 A.11.13.E 11£010 /N3 APE SON RR PE 001011 CF RE EXISTI. 6 IS. =MAC. STOLL EC FOPOISIRE FIR DE IERACE100 cr NO STRIPING, PAVEIOPT 1011510110. BE 09,11RACTCR ROLL at ALL MOM.. PISCNITICNVIT 1.911113 51 DIST. MEM. 1/099, 11110001.1E91E0 DO 140 ONSTRICTIOI 6 THIS FR... OESMIPTIOV on,. YAWN. . 1.... PROTECT AU. 110E0. 0010 OS 01110810 S1351110 T1E1IER SIMI CR 191 CR TIESE Mt NIT !OP MI DIST. GAS 16. OIL . STRIP. SAICRAS711C CF 1141111. STOP. 94. If D. BY °.5.77 ECM rcc i DIST. ELAIRIC BIC.TENT. •ITHOUT GRADING LIOEFERAIN 9. - 1 3 NA MONUMENTATION GENERAL NOTE DIST110 GABLE TV 17. Au CUT AMI F111 SA(S TIREE KET (3') HIGH 00115 (DMA 1) PLAN BY 6..110 N... COSMO STOW ORA1N 510.05 SKILL BE INEROSEED. IIITH MN DIEGO COLN. IMMO MOWED MIMIC. BIOFILTRATIM WI. PARTIAL 1041110 2 2019-0136352 DE =TRACT. SKILL EC IETOCIELE TO LOCATE AND MOTE. NIAMEY COB. 1111.361219 96E5 BOLL EE IRRIGATED TO 1A1E1110.0811. ITS EXT. 10511016 REPENT,. IPOERCRAIN DIM-2 111.11.1S. REPOT SION IN RES RAYS 10101. DIST. CAT61.11.1 NO RAN WITHIN TIE MODE APEA. ALL RI GWEN IS 1311.5.1901. IN1L061 (CMA 2) WET 11.1011S. NEREIA FIR 161.1101 CR 011. 0.119., POT WILL CR COST. FIRE IffOUNT 10. 46101.1 IMRE. BRACING 0113014. SHALL EE wo-rurro NO CORA= TO FON BICFILTRATION WITH PARTIAL MAD 6 CISTLIEED OR RENTER ST . OHMAMCD. R Jl0 000E0S, MOM, SBCONIRACTORS. COSALTANT OBLICENS.S. SHALL SE LCCATIM IXISTING LION 0-0 519114 OPEFTED comm. ALMS 111. EDGES 110.10110 501 EMS AMCOR TO REIENTIM UNS46916114 6711110 BA0r3 2 2019-013652 PRI. TO WING SOIL. PE EICES ASRPLT ONCRETE EE 1.00-RAKED AT . 01 RATER, PLAN DISTI109 611800. ARO RBYLACED OR EMT, 10 007100000 PIM PE OLIFORIA COSTING FOAM. SALL SO AS TO PROB. A SACOTH ITUNSITIOINOR TO ENS.. 931L. 11131 NEAS TAEUESS k PF636166 COX SECTIO10771(0). AT Pi =TRACTOR'S SILE 900., ENST. 8.106 INKLE SOIEELLED FCR SWAM BACK.. 00 NSOVE STOLL BE DOE TO RE SATISFACTIC11 CF BICE...9161 WITH PARTIAL ,.._,.„„., UtER TIE SUPENTISICH CF 0 AHMED LIND SRO. CR REGISTER. CIVIL 0011411 DIELICR Ç RELIC RIOS. RETENTION LBOEFERAIN `P`'.141•P EMP-4 .19-015662 ANTERIND TO PRACTICE L. SLANEY110 IN DE STATE 6 CALIFORIA. ALOITICN. DIST. CATE VNVE IWELUE. (EAN 44) RAN A 6619 6SLR.. 61.111.60.. ORICATLE. NM/ EC F11.133 RIMER 0. EINTRICTIR SPILL WM rat A TRAPTIC WORD_ PEROT 110 IP. PRIM TO RSCERED. IN AOSPOONa 111H 11E R0151. 6 SAID 031. 1181.000 CF Mt 10 AH 9411 001E16 INTIL 1191100 6 SAID REMIT. FM BIOFILTRATICH PIM PARTIAL 160.1.47121 CALL (M) 1394-31350. VC TIPAREIC CaTIT. FETEIRICN UCIERCRAIN 77P.°.. E1P-5 2 2019-0156352 619111 941.1 frOUIRE RAN SPECIFICATIOIC 11048.10. SI.. DP.. (DMA 5) 9755.Temora Mesa GNP INwoo. CA 92124 20. STRIT 1614000115 110 LRAM. 5151011095 SRI E LOCIRCTED ACCOVIIC TO PE 810FILT0lTI18 WITH PARTIAL ..„,,,„„„ Michael Baker

Mont (868)61.500o 5000 SWORD SPECIFICATI. FCR ROPE .. 02NT( 07 SIN DIETO RETENTIC. I/CEP:DRAIN "'B.A... 664 a 201100138352 PUN -6 MENNERNTTL.C. SIECIAL 119/151. NO SPECIFICATIOC FM TR 1010000 CF /0 OTTSLIS. INTERNATIONAL 614-

DIG"I-ERT LEGAL DESCRIPTION PDS ENVIRONMENTAL REVIEW OWNERS CERTIFICATE 858) PORT. CF LOTS IN SNEE.A.:13 SPRINGS. COM. IT IS AGRE. MAT FIELD CONDITIONS MAY REOURE CHANCES TO THESE PLANS. ( DIAL TOLL FREE CF DIEGO, STATE OF G.IFORNTA ACCI.DIN5 TO NAP NO. 56, RECCI9ED ANDRE I, 1889. ET IS FURTHER AGREED THAT THE COWER (DEVELOP% SHALL HAVE A RE.STERED OPAL ENGINEER TAME SUCH CHANCES MIER- 1-800-227-2600 AT.NS OR AMMONS TO THESE PUNS Va. Ilt DIRECTOR OF PUBUC WORKS DETERMINES APE NECESSARY AND DESPUBIE FOR THE PROPER CONNEDONS OF THE mpROVEAENTS. AT LEAST T. DAYS ASSESSORS PARCEL NO. °°°-7°I-50 I RIMER .REE wORIC . ART ccamovcr RAPROVEmENTS SHOwN ME. PLANS wrrHIN DOMINO COURT RICHT-OF-WAY ONAL WIT.IgOalAVEL790NOE OF THE CONSTRICTION PERMIT AND TO PURSUE SUCH WORK ACTNELY ON EVERY NORMAL ENGINEER OF WORK SITE ADDRESS OTAY WATER DISTRICT . TI JAY SLLIWN. P.E. OwNER/PERAOTTEE OIMER PHONE NO- ma) 0.-.1115 2657 511111.1316.1..600 APPROVED ETC "1 . 7 , PHONE NO: 18601 014.33 61 SVPC VALLEY, CA II1978 TITigradlee______DATE APN 506-131-30 SAN MIGUEL FIRE DISTRICT .00cm 1755 CLAIND0111164 B.., SUM 101 PERMITS 011., CA 12124 (SHEETS 19-23 ON Y) PRIVATE CONTRACT APPROVAL Z 47%-44..e:910.e.PANyldf INTERNA POS2016-1.01,14-50027 NP PERIATT NO. COUNTY OF 141 DILE.0 3 DECLARATION OF RESPONSIBLE SAN DIEGO COUNTY COUNTY APPROVED CHANGES DEPARTmENT OF PL/BUC IENTATME . 9 5588 DATE: 7-0, 1 CHARGE SANITATION DISTRICT DESCRIP.. DATE IMPROVEMOIT PUN FOR: pe,kgr P1152018-111.,41-30095 SPRING VALLEY SERVICE AREA SWEETWATER PLACE RECORD PLAN BENCH MARK BAKER ( LRCTTCO orsmpv/03.,, CHISELED SPUME IN 1315 NORtHEAST CORNER NAME av COORTNNATE INDEX: 202-1.9 NEADwALL ON .1.513ACHA RD. EL R.C.E. VICINITY MAP IA. 1!1-PG.1271 Lowory. 0.5 MILES EAST OF SWEETWATER SPRINGS RD. n DATE 8-1-19 150 OATE 911, VW,/ MIRE. 6.11._ BAUD TWO YEARS FROTA DATE ELEvATION- US.CS 018-121111111-1300. MICHA OPW2018-WITSVICP-00041

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IMPROVEMENT PLAN(S)

SAN DIEGO COUNTY SANITATION DISTRICT SEWER NOTES SAN DIEGO COUNTY SANITATION DISTRICT SEWER NOTES (CONTINUED

OlESS 011.1117 INDICATED IMP., ARM 9011PE DIE IN AC07.1711. u. 1W 6611FULTI0 7E1 WITT DE ROME 047110100 07610i11171 1/617116119.117 CR SAN DIEGO CONO SAHITATIO4 DISTRICT OTICE IE. PI EVA*O, CIF E5IR06 MIR KRANZ FOE MELT. Crilf PRIEM A. DE S11:000 SIECIFICATIOS 011 PMIC MOS 01611.11174 (11111) LATEST APPRO. 611117. B. RE .IC.0 APRL100/1 410410117 1011E STAIONO SPECIFICATIONS RR PL•IC 616116.01111. 13. RE CORM. 9011 R.OSE A 10G11 FRE RE DIRTY 0001110rt Cr RELIC 1016 IXR ofl 00101011011 IIITHIN C. DE SAN 01100 1EGIŒOL STAMM CROP. (9750), LATEST anon E011101. DISTING COOITY RICHTS-6-110.

TE F0.L01116 0£C1AL PFEMISI. 031.457 ROM .11165 1117 FE EMITTED PRIOR TO FOOL /0371/. Cr 17 KW. ITO EST REFLECT POST 61.1RICTICS.ITICITICN 6 PIPE lEIETHS PORT DIVATIC16. 1. TIO01 EC. WEL FE PER MD NO. 7-02, RR PIPE IP TO 15 110115. KESS OTNERISE IOW. RR PIPE 15 ROCS 00 OER. TRES. 70111 7AR FE . SPECTFIOTIOIS RR RBLIC cresnacom 30G-3. 15, RE OINTRACTIR MIME . 1ŒG RR A 001110 OF I 1518 171IR TIE DM 6 /MOROI 6 DE 11101 BY DE OINER 949.1 REPAIR OR . CR ILL SDI IOW PEET. WID1 06 01147 11. WE FE 1117760 111 93 41 BARS • 6' 0.C, 001111101 DOT 110 PROVE ITIECTIVE 11 FROMM COVANITED 04:61:70 PLATE DEER 2. PIPE MO 10111110 0*011106 114.01. TILT. OGR1C SUP SANTO MOP WIDI 12 1101 AN OMR. WEL LE . SG. 10110. 110/17 OTFERIALS 111111117 1-7.91 10161 FREI DATE OF WEEP.. 001110110 11110.0 741971111 TO TIE ORO, CIVINARY EAR NO TEAR, LIME 18. ER 1E61111 DEIETED. 7-02. RR PIPE LP TO la NOES. KR PIPE 13 110115 NO MM. GI. TO WE SECTIIN 506-7.7, 00007 llfl B - EXCAVATED 91.1. IS WI SUITA•E RIR BACKF1LL. OMACTOR SOL PDADVE PIIS 11071£ /ND 1.117 RR AEI SEC 000E OTTAIL 10*117 SUR,. MOOED WEILL SAMNAL ECCH IS WI. 6 /MINIM RE RWIFED RELATIVE COROT. IIPOTTED t6. TIE 10ITRACTI71 91/11 11011151 . PSTILL. PER SECIFICATIOR. 1Œ MPRERIATE SPIED UTILIR WARN. DRS 9.1 B100161 401171//, OE ORS Dam,, 144.141, 901L Lc AMMO FR IW 001100, MO PER 01C1104 76-12 16017710.11101 TAPE MOW ALL RO.1C ErlIER ilWJ, 111.0110 SEIM LATERALS. LEGIE0 IN RE RELIC 11017-17-611. TC MT 7311.1.1.151 DE ISM. BOX. STANIARD SPECITICATIOS. , 17. RC WRAC. SIST CALL 016-1/177 0 93411014 CALIFOGRA TO HIVE 111ERGI0J0 906ICE UTILITIES MAID PRIDE TO V. PVC PIPE 060114 FROI pc 971101 Cr rut TO 12 IMES MINI. TEM 110 P1FE ROLL Et 3/4 -POI 011.19 OESTRUCTION. IW 1111111.1 FE HEE AT LEAST • NOPS MICR TO ANY COOTRUCTION, 1-000-421-4111, SLOPE ROM. rILTIR MRCS. 101000 IR/P. IS WOWED ROE 0000 ROE ER.. ISM. TB, Al ALL SOME TIE 110113# FILL MSS WWII ROLL 1E 0.1 FELT, AT NOES LEM 11O01 45 OWES, ALLOW 02 1. AMR 67.1101 PIPE WIND, EL SAIN OE SLEDS, 900/17 LAVES 110 STR.CTUITES SOLL FE 11710 IN RE 7E7 FM, •••• D - B PM. Cr IlE DISPECIOL AIR MEEK TEST. PER SEE SECTION 306-7.6.2.4. /10 11.90E1, TESL . 9£1101 306-7.6.3.2 91/11. te WO WM OTIMISE 01.1E0 BY TIE C011. INSPECTl0, 19. 5011 011014 MC 1.100011 TOOT M(1NO (VO( 7LTIFI0l) MOOED RATE 1.1.111. OMR NO FR. ION WE 0l11.17 SECTION A.A WRING LITE FINE MMTNIE 6 710 LI. WILL FE STREET TO MIER. OA. CI.17 17.17111 (CCTV) 110.7101. (T WILL If PC0117 OTIO 90/1 FE WO 10 DIN RE-CAST 00*0113 IN El W.. TO MATE W.I. DINTS 10 11517 4. • I/1' 10.E TIE IMITIEE'S REWIRIBILITY TO PAY RR PE 6ST 6 D. WM. IWILTRATIIN. PE IMAR ROLL FE 11170 IN ACOMMO 11111 ITE 04,10001'S SPECIFICATIONS.. 7 1/1. RD DEW ACE /WE 7 MOOR FIVE PM. SA. TO . PART RENER. ACCEPT.E.OIN, MALINT PROEM 79.1. FE 710£R 31 NO SI 11711 97 CR. THIS SEET 11041.111. BY SOX 6RWATICN, A. CCTV IMPECTICS FROM. 490 6714 RHO NO 496 110.4117 EPDXY RIM SM10.11,0 BY DOM 0011.. 00 CS 102 91DI. SAXES (RYE ow mr.oun BY WICIE SOURIS IR /PPM. ECM. 1) I0LL 9011 WITH H17 110 VI. INEEC1IO1 TOOLUTICS 01E101.1 STRUCERAL DEFECTS 11£ COMTE CR 710? MILD DOT 7 TO 10610 TO PET. IISTOR 9.91.1 FE FRE MI OUST, LC. MICIMES, OIL, E.6., TREES, SASS, 67. AIME CRAMS. MANESS, TINS. CR RIDS IN DE PIPELINES. 60PLETE 1111H 00.7 171 OR. IMAIIIIONTS. 21010 0910110.21 MO 11761101 LOT. 2) TIE SMOTATIEN DISTRICT MINER ANT 01117 1100100 SHALL FE NOT.. A MINI. 6 110 IOW. DAYS IN 7 ALL MOLES, 611111.01 791 011.1 111111614.1. MIT COSISTIM Or A SOP FR. MO 1110,181,05 COATI. CH 4' ROILS SNWE 6 VI. INEECTIAG. ALL EXT.. MAL.. DE MOM 9OLL 101011 INST. 017007, CR APPROVED 011AL. TIE WPC 9017 APRIED IN oi MOO (nP) 3) VIDEO 16.710.10011 FE MOO. crt PRE 1E401 (E.G., 191410E ID YAWL. AT A 117. NIL. MIRE ROTS TO WIEVE A TOTE 06 11110107 6 25 WES 111611116 DE WERRA MATT. 74.1, OE WEL!. 4) TIE crerat.crat 9911 VICEO MOT TIE Preallt 1or *Qom* n1 norm, (lr gm.) FROA Pram. PR1CR TO MOWRY 19 TIE JUSITE, 01 01:11004, A BITWASTIC BAND 6 POES VIBE 9011 FE /PRIM AT ALL DIMS CR DE PIK REACH EC. PSPECTED ROLL EE ISOLATED 100 TIE 10011400 Or RE 10.1. 1/1111 LPST7111 SXl(l101Œ WI MOM 1140 MILE IATERTECIED, R11 COMISATICH RR DE 1111141E0 610111£ SEINE T. BYRIZED 4.0.11711). IN 7 EV. DOT 17 DOSING ROW 15 111191.11. WM DC VI. 010411014. C 131PA1O 7/11. PEPIESCR. BY 1TE WIRE. TO LC. RE RIP TOM 9.17171. D1 ALL011 GALVAMZED CHECKERED PLATE COVER FOR A OIAR VI. PICT.. 9STICIENT WA. SKEL FE SUELIED TO TIE 16.61, .71611 TO CM .176 110.1 COMTE. .11/041ES SHILL LEO... 11111 EMI ITEILTOTIO1 Or 040.1.17. PLAN VIEW MACH. 0*1011011 ONO/ PRIIR TO VICES DEPECTII0. IF COSTING 1101S NE HIEN. FNE-0015111161101 VIDEO 047(CTIN CUI BE WE INN PARTIAL 11011. WM Cr DE T. SIOLL 1111 CMS 20 EP. 1.111116 MOM (11. SPECIFIED). •• . 1/.• 3. .1150. 1. PIPES B. - IOT - 20, DE PIE DIWTOT. 9.7 CONSTR.. NAWLES AS IDENTIFIED 01E. REPOSED MO NM PROFILE 2. PI. 12. - Of RE PIPE DIMETER, • I „„. O. 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7. RC C77917101 17 CUTOT WILLS 9101 PER SW 10. 7-07 ON ILL moons 101116 9.6E Or ES 70 SOX. TERNATIONAL CORTNCTION Œ SLOPE 111101171101 WALLS 94.1., BE PER 7-05. PLANSWEETWATER SPRINGS BLVD LOCAllON PRIVATE CONTRACT IN MINT' Or SAN OILLO 2 11. ILL SAM MO LATERALS WU. If 036116.00 WITS 0 11005 ONT. OM, PROVIDED MO DE 116111 Cr INE LATERN, DEPARTMENT OF 0141110 VER. AT 110 MIER LIK IS IBM TIE 6lr11 LITE 7 11E SEIM WM. skst OESS II 107E511E eAs. CURB OUTLET PER SDRSD 0-25 (MOD) NOTES AND DETAILS FOR: 9. RC EINE LŒATICS MO ELEVATICH Cr SEIDE AND WATER LITERALS 091.1, FE 9011 01 0/161101 ROG, PRIER TO 1001711.1. 17 RELIC L.. NOTES: 0 SWEETWATER PLACE AMA 1/01 COAT TO EXIST. SWAGE PRIOR DI BAKER 10. ALL 00104 MOOS 6 7117 10116 lUltl1W 10 DE DORM. 0 SEITINO, PRIM TO ACCIETOCE OVERLAY. Stu rt oismc• 2. WIT.. 901.1 4010 /91414.1 COMTE 1110 TIDOS llŒfl INSPECTII. FEE.. CALIFORNIA COOROSIATE INI., 202-1779 11, FILL NOS 1117 BE COPACTED TO 97 REIOR TO FITE INSTILTATION. 9755 CRoomont Poo TM 0.3160.,13 RA AMWAY PAVEMENT GRIND AND OVERLAY 66.1.40..11110.1 Michael Baker Phone 01.11/1.700 () SIDAKERINTLCOM INTERNATIONAL POS2016-11717-60031 MICHAEL

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IMPROVEMENT PLANIS)

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PROPOSED EASEMENTS

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IMPROVEMENT PLANISI

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SWEETWATER PLACE BA

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SWEETWATER SPRINGS BLVD o PLAN VIEW o

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PRIVATE CONTRACT

COU. Dr SAN MEW imPuTaerr OF PU8116 wows 2,3‘,4 SWEETVATER SPRTNGS 191. 598717 A DENOLMON PLAN FOR:

SWEETWATER PLACE

CALPORNIA COOROPIAIE 0100e 202-1779 9755 CleXemont OW San DN.,. 92124 I Michael Baker Phone (050)914-.00 AMARPRIN71.601A INTERNATIONAL IT77137-7.omp-socul-

IMPROVEMENT PLANISI

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- 7. 111W g '°44"ZCr W r; STORM DRAIN DATA TABLE y 01R01fl0C11 MIMS AILISACT WWW 151.04 42.0.2 04 451150 6-7 '------t S4., \ZEISS°, 2 4. .Per SEiER &W elke AMA Biyo- SHADING LEGEND 11‘- INFA itt OMER MOTO

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SWEETWATER PLACE BAKER

CALPOPAPA DEROMATE MOM 202-1170 mssMinnoximereaal BUS STOP San0ocie4,4024 14 14 Michael Baker 111=.114140.40 ENLARGED VIEW 1AMACHA BLVD 00101400.001.4 , INTERNATIONAL 0052010.42.0,-60031 ICHAEL M

IMPROVEMENT PLANISI

470 470 470 470

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SWEETWATER SPRINGS BLVD \ -(1) DIfil' 6.°•at\ 141)1210 ' G G CONSTRUCTION NOTES SMON LIIE +41 of, f(FR 01 IRO (5) @COM 6. ORS P. SCIM) 201 i ® COMM= TYPE '6' CUID . GRIM PM SIR. 6-02 o consnarl moss arrrei PER MEM 012 COO. SIMI. MR SCRS) 4J00. 2-09 40 2-15 PROPOS. FIIE KR. 14 MM. PER [EMIL I Sill 2 VP. 01 © 14 PAIS. 30I10 NO 0.10 PER DETAIL 1 MEET 2 r (:) mama cm R. re OS-71A 0 1651011161CAIED DOES PEA 0.21F RE104102 SCUT LIOR PEA MPSD E-01 TO M MM. /. 00110 FACE IT CU. NO OMER ina-racr exo, flPS l rt-roimo MLR. COLNIT 6 GRIMM EALLETIN PDS 864 0S6llFJTT 001110 OPE 2 0J9 OWLET PER DETAIL 3. SNIT 2 ® 2. 1010I EOSIN warp SM. OINIRACIIR TO CONDO. MLOCATUNIF SIX PULL MIX

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109.5211.11 6. BLO. 000 ...MAP 8167 INT30.617 6. BUM CALL 5 LOT 17

CURB DATA 614- .1 TABLE ME SLAM. MI MOIL €4, ELARIWEELTA RADIUS WEIN I.E. MINE R1011. MIS SEET SEDIANCURB B. .1 MIS SEM PROFILE PER SHEET 12 13.49'12. 233.35I 116.74' PIE . MOIR OPE '0' ORR . 1581

. RAU CO- 1E MEM. CURBS:- SPRINGS BLVD Ivry 0.12. TIPE '6. 0.1. NO 6U1161i PED. PROFILE PER MEET 1 ,,,, SWEETWATER 0.12' TIRE '6' 0919 . WM. PM. MR 11PF '0' 0.8 . OMER h------12.46. 6. ORB ME '6' ORB . OSIER sea0, NO CUTTER 12 MP (10-0 0 TIONAL EOM NIMEINIMBREN.0._ 0 - • NA ° SHADING LEGEND 032W1E SICEIMN MM. 70 ROM 1. 1, • PRIVATE CONTRACT 0 AM ret WOVE PAW INTER GOUNO OF SAN 01S00 ,‘ — DEPARTMENT OF PUBIS MORNS 41. L7127 PO ll AC PAWN. MATCHUNE STA SWEEPPATER SPRINGS BLVD PUB. IMPROVEICENT PLAN FOR: SEE SHEET 10 01110110 ORFLAY V%%%%%%%A

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00U ------EE-Emm - -mm-mmmimmommmmmm mE ...... m...... ,.....------...... ,... ,.,----- mm MCMCMCMC E.CC...... :EEEm CIC””CMICMCC 01.110102.0202 6. 1 RMEEMM m 1 MMINOMMM '' M M MOM . --mmomm EESEm--- 450 LT MM=01MMAMEMEMMMM=MMM - M M.. ------mEr...... g 4N LT - NM 'M M 11....11MMMMINONM = MMMMM M .--- ' M?: ' E '-' .., gEMMMMOMM EN61M====_MMOIWW1M MMM ImIMMOMOOMM=10011. .10.0ammmm6R. MO a :HIM M _ 52 ..... ___:, __== .... 61 .M 1= F IC= = a1 1 1 W 440 LT __ - LT a mcmwm mom. no go simmImmommemzimopm inmwm m . • 9 _ Mom =Min 11m ...:me . L, ACEM=C -m-m- ,!, :mum=CC _ ,,,,“,. ----..gimgmgammg__ . __. .._ - imommmmemm .mmommimmomm.- m =mom- 430 LT m mmm 430 LT CONSTRUCTION NOTES MM_C===.7. Elm MILIglI MIIIIIIM:M= MMai Mig MIIE: 0 SUN LOC -ge-----e Me • ...... ,..: ------.- MIIMM21=== ® MOW warm 111£ .21-1. 10144 On r,1l 51:139)04:6 gi ---Em -. : mart ansruc œmç 0000144 must TO exot mç eayou --cmc----mmum --- mE.--- =mama :E.= 521191S13-5.6 450 RT ...m...... , .....22...... mm..., .m...... mem = MC 450 RT EMVAm 6 Mmlm . M M ...... r.= m== m S ma rrMMMMMONEM MMIIIMMMIMIMM=M- mmon : mMa WMMUM= waLI - CMCCI=CCCMC 1.. = 11., MMMIIIIII 1 C 17WOMM1 = EEMIR' . .! walm ;: eig ;Z=JIMEM." = MMMMO 440 RT ...... --.- . ===. m m FICCIMCCM=CCCOCI 44° RT "11.. m ""C'TIC ml= SEIECCIC CCC,..,.'"CCr- E.e...... • 1—Cm.Gwoom MEM SCMCCMCC IMmilmilm1M . -- SHADING LEGEND mom„---- ,,,,,• (0 M Z. Ea RES ------..__ ----mmm-m -- - mom=. ---- m- mm---- .---- OXICTE 51ICTU 430 RT 430 RT MORE 1.0110 13+00 14+00 15+00 16+00 17+00 18+00 AC PATEICIIT SWEETWATER SPRINGS BLVD MEDIAN 'A' GRIM 00 MCAT 12.MZ=1 PROFILE VIEW MU: war.' meg'

MEDIAN CIRB DATA TABLE ki) Euetmitar, NUM 11241/1 rvo9r, 1 ma•Ival.. - ss••• - Pst •a- r tome, om 2 ..52.13.6 51.2V - TIft .6-1' if11111, 0.3 3 xan'os'fi. - 57.05. ..- lIff .0-1. KV/. we 4 106. 15 05, - 111.03' - TIK:0-1,CDIAN op, MAP8167 z uo'co'co' I.CO' 3 W - MC 0-1. ICDIAN 0.08 6 006. 16 05, - 16.00 - Mt 13-1' IMAM OM 46. 21'15. 25.00. 21.10. 11.22. TIVE:0-1. ICO1K4 We L011 LOT17 Lac % a 46•215.00. 25 OW 21.15• 11.25' In 0-1' 103101 OM w. ., , 6 . 1 10$.03.20, - 101.20' - TYR .0.1' .1.01 OM 10 03.S5.15. 1[00.03' 66 10. 34.42' PA 11-1' 140101 OM fr6 $.11M6 0.O005 in mowsv. - 53.03 ... rat 1•Ln• tinter rz pezz'Zt• I.oz• 6.11• 44.0 IT,C •a- r WM/Nom /Z . . 91 51(11 12

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IMPROVEMENT PLAN(S)

460 LT YOU LT MOM 1•1 MUM MI ••••191•991 11•11•911=919199111•11MIM 1•9=11ml -I W.,, Im111•1911•11•919M = lin.91.1•1•• .1111 . ==== M IMMI E ll==== 1=1M11 = = =11 ""I'•11M'IM9== =WM= MI= MXMMgMlIWIWR671 WM= M MMI/I MMIVORM MM: I MOO WMIIMMM m m mucw.mmemoism == m mon 450 LT ====.....m. m,...... 8 4M LT MIMI= 191911•111•11 acc 9•9.,„ MIMI I•• -1--t-- - c= =mum- IIMIMM =MINIM -t..' :9-/ MIMI 9199=1•01 MIMI/ 1 11.111191.11.192 14:= MIMI -I- On 1111111•9•191= 0 313 WW1 wwlmtm - EN :WM WM 440 LT / t 440 LT .•= mu '''' --' ,4;ttr.-i ich 4. - `4-t:.tmoMf- . WMI/M1=1VMS=Ba=5 - 1 LT MIMI MIMI= ImMMUM MIOM OM 1. Mallailli CONSTRUCTION NOTES Ng 430 LT IM LT 0 W. LIK a -111111101A 430 40 mama 010CIE MA '01' WSITM oot yol wry OW =WITM gerte- 0 10 MOW MR0 NO VOW 773 OMR 2 HEE 2 0 0071101 WA 001. lommmion.....dri woe" MrIMINI IIM 00 01. TO 01.0t 77310110101 """11= =WAS IM1 IINI•1911.11•99m NOM 5111110100-5.0 Manna = =WV = Ian RT = = ,m ...... IMEM 450 .. M crx 4W RT IMIMMOSIMIM no =_ la W r .. IMI9M1111,11•11199= .=== MMIIIIIN a m. . miE INN SHADING LEGEND === MMII Ex= . 4:25MI= EZ.L.V..== IMIIMMI W . = =MM=== •-..- MNIMMINI W.MIC 010011.0 ...2 93 1•• •. IM111911911111•9 mo-wlim OAS= - - aerW. =1•0";"Z ra .. '''411 CDOEM 440 RT 440 RT IMMMENUMME W - IRM ======r m..at e ...-r" .6" ., ....o.....m,..mmmmmw AC 000011 CCCCCCCC ,,,,, w ir.....=...m I...MC CSC .5. LECIN...... , WI. 90 0007117 MCNCEOCC. on Em EZZEZZ221 mm.- ... - ----COS= . -umm--m-- m-,== ==. . R Wm=. ammwom 430 RT , , 430 RT 16+00 17+00 18+00 19+00 20+00 21+00 SWEETWATER SPRINGS BLVD MEDIAN 'Er PROFILE VIEW

MEDIAN cuis DATA TABLE o Tr 0 MAPIN011CLI0 0011.0 wax 711001 105.01'2011 - 111.,4' - 311; '101' lADIAPO LW MAP8167 1 11'57 13' 133.10' 30.71' 15.03' TM 0-1' 011/1111 009 3 10911'73, - 30.111' - 310, '101' .1011309 • 12.51'11. 133.02' 31.27' 15.03' 117E '01 00101 WO LOT 16 LOT 17 LOT 18 LOT 37 5 105, 3'10, - 25.25' - 1110 15.1' 0010 000 WI 505-590-111 .,,,,, J .44.,„9 lorp-ri,, 1013E0 017A1 505-590-37 7 51.19"01 10,01. ' I.W 911.e fI.1' 00149 WS 10 0100E• .___. .101 . -- s- -- 9 II 11:95" 151.50' 30.21' 0.15' nst-jre 110110 Wm SEE 9111 11 ,...... --010 L., _ --.- - 16 I 1. .M. .... 10 1072/ 51, - 30.59 - 1.1. 0.1' trElo'vr6.R71 ------1 . lr Ws:, la..S..r .1a.Ar 15.15 TM 01' 11011.5 0.30 110•1sli, 8 V 12 103.02'20.9 - 101.21' - 110E '01' .1411 058 =41W7° 11 110 CO CO 2.50 7.05' - 1771 '0'7 . 01 030 010 tr --si ED. 000- Wo • ;. . 5000 1000 7 • .0 MotTrooffeWOr eZelitere.7-""14-m"'Imyr: r- e 14. .

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IMPROVEMENT PLAN(S)

MI 1 470 470 470 470 470 470 - ^ la 3 MI CITIERITE DOM [AERATION A - . 2- --; . ITISTI. 6110 - (IE • 40.43) OF FR.. =IN=EM • .1 3 11 "-. Ar • P0 9 - 0/111 IR. 2 70 BE worm - ERES1116 MACE IN 0£ Fl. PRIM ID COSTING r vo, son Ap gin CORTRE11011. MAT MIN PT PLT1 NS 315 a t3 1 ,,, 11911[330,1011 IF 11E0 ASE g a VI II II II IMG80-ag% 6 , ' 1 '1'C 8, 6 0511 98 111/1 _ 0157114 (IN) IE 443.15 al la IIIAl " . COLLIER CR DIMEPPICIES. ! 7! % 111111MIMI MilT ,`•• 2 7.•,,g PR3RTD PP lim r --,-,;..•;.'176.,: M IIIIIIIMM a. PIC S.S. RI .0 IMMILIIik vi p 02a.a_w IINIMMIWIllWAMI § ' t ' 460 460 460 460 460 =MillIMPIIIINNI 460 I • 11 :;i-'41 ag- =MINIM -.VII m sa •••• in I MII -NM MEM= ,:_, p • / • 05 PROMED (11) If 443.43 I IDFROWIENTS ST -- $R1 P MIIMININISe All A. / - MININ=111MrA' N 0151I. VCP OT61016.0100. , 00.)- . '•-i-.1 PISMO (air) IE 413.42 507 MIN PM RIO NO 1.0.00 R. w 8 1 NIEMEN IMM 2'illIt MNIAIII i NS 315 LI (.2015-.11111-5[0:27)---1. 1%, 1 -8 .° " r -NM - 2 17• . -. IINIMMOTAWAMII e - 6 I= NM O AR ... iii_ -1 - - Isumummr MANHOLE NO. 1 Ilu ' Mi. - .-a--"T ii - - - _- . . PLOP 01.001, MATO i,.. I 1 ' _ --- -1 : - P 2 a r: '-_- NOT TO SCAU 450 ml 450 450 mom 450 450 450 - - No 4 0 - II MI - 1■14 sq°1 g b iim ,.__. . a =1*.8 C 1•11 sm=ims. _ LII SPECIFIC SEWER CONSTRUCTION NOTES E IMEL7. 1== l mi=•••1 1. cams. 9._ KIRI. A .1 CORTAITENT/ONTPT PA. MI= I. - (cawcria( POINIS IC 00101110 PIPE 10 10 P11{) TO TIE SIN , a •• Ft 1 DUO CCU. 0111ATION OISTRICI RR .1E11A. APF1RNAA. FOR REFERENCE ONL , T • BE CONSTR CTED F412 FOR REF RENCE ONLY; T0'BE ON TRUCTED PE" 0011201 DAVID WILLIAM AT (.5) 694-26713. r , , OTAY WATER DISTRICT PROJECT #D0958-090384 , OTAY W,ATER DISTRICT PROJECT #D0958-090384 2 STROM IS MIR. BY PE SAN DIEM 60171 9111101011 440 440 440 440 440 440 DISTRICT MD [RICE. CCM. 11E DISTRICT FIELD (RICE 10+00 10+50 11 + 0 0 11+30 10+00 10+50 11+00 11+50 10 00 10+50 11+00 11+50 FRE (5) DAYS IN !MAC IIES-FRI AT (619) 495-7110 (TRY 110/57 SANITARY SEWER 'A' WATER SERVICE 'A' FIRE SERVICE 'A' 3. 11£ CEVELOFER IS .P01610.E FVI vvll MO All, TER WILLS PROFILE VIEW PROFILE VIEW PROFILE VIEW TNT VAY 001E AS A 1£511/ CP 11E snot MIN INSTALATIT SERE W. PRO' AtO/CR BY-PASS PAPE., 110 IS 10106101 RR ANY FI. I1POSED B1 TIE FERLIATOW A.CIES WI TOR AS A RERLI T 50171 SPILLS. 4. 11570 901. - SEMI MOM 1: 11030 20 FF0 (6.1 'ETERS) CRP OR CREA. REQUIRE 0111£ MORTAR SYS. EE .100 BY A RICISTERM PITESIO. DOOM 01 [C MDR 01 RIMMED DOA 11000 00/05 IMMO BY A 10151.0 PROIESSICNAL CONSTRUCTION NOTES 0301111.0 00 11.111111 PM SOSO SOM. S11-03.... SIR05. 01-07 (WO) W JOINT SEW. RR ERERIT MIER 11011110 KR SA11 DIRO CM. SANITATIM DISRIT TIER ONSTWORN RITE AO. 19 (5) PIM WM. uo 1IE1tI1BATREI fER STM s•-c2

SHADING LEGEND 5000 614-

858) ( NAL 60 TIO WATER SERVICE 'A' FIRE SERVICE 'A' SCALE: 1 R20 SANITARY SEWER 'A' PLAN VIEW PLAN VIEW NA

PLAN VIEW ER FOR REFERENCE ONLY; FOR REFERENCE ONLY; PRIVATE CONTRACT NT I TO BE CONSTRUCTED PER OTAY WATER DISTRICT TO BE CONSTRUCTED PER OTAY WATER DISTRICT Com. OF SAN MECO PROJECT #D0958-090384 PROJECT #D0958-090384 OfPARTNEN1 OF PURR WORM PUBLIC LORRY PLAN FE. SANITARY SEWER DATA TABLE WATER SERVICE DATA TABLE F IRE SERVICE DATA TABLE SWEETWATER PLACE 130111101111TA RADIUS LRCM 0100 lig I BE011015a12 MOM LIMN OE g E0R114011:1 avaa BAKER e• PVC (50-3.5) 1 mi.35•55. - 16.7P 6' PR CSO3 CLASS 306 1 N11'.'50 - 13.57' 11' PVC 03. OARS 06 01LF00015 COORDINATE 04001: 202-120 2 115V20TE - 13.25' A' wc 0.0 CUSS 3C6 2 555 24 orE - 20.2e r PVC MOO 0-1153 305 3 101 35 5511 - C903 PASS 3 1131.35.55111 - 10100, 6. PVC 1CM3 CLAM 305 9155 Cwherron Pea 131. MIL Michael Baker P.n5:111591614-6000 ora MET 1133.6-090364..11T FPI-19-031 00 010 PALM .0355-010314, PERLIT f0-19-001 101 TRAIL. 0:I101I5 10113:1071VICE MIEC1101 1.101A1101. FT MAIL. FIRE 9TIVIT 0067101 IMMIAT INTERNATIONAL -944A POS2016-1.0017-60031 MICHAEL

IMPROVEMENT PLANISI

480 480 •••••••••• H- =111111•111•12•10•11•11 IIMOMIIMAMMINIMOIN ••11=111•1 ======c- ..... M.MINIMI=UN /Mat MS= 1:12=MMME MMIMM•===== MC= W••••• HH- 711- IMINIMMSM•01 ." E CZ= ====12 IM•111•1111•111•11•11= BM= 470 NMI 470 • ”ReeniM =31••••••••1 B1111111-E MBEEMRCOMCIMCi== ammo. - 9099 ••••••••MM ••• =1.1. -W"••••- SE======1 ,-cmillISESBEI - - m- g- A 1== MIM=MLINIMMI Malan OTSTOC 7 109 SECT ET1111/4 (110 IT 421 460 isammumm _. 1.1. 460 Q.1710 315 011•1•••••••••1•1 •••1011m1U t• 170011nnArtai (rE • 424.35) Q 111•••••••••= 'i .t_,_--,- IMMIIMIMI ....e =10 . 1== :: 0110171.11E 1•10 1•• (.20 .1M 1•• Imtlmil••••11•11 V•11•11•01MMINI MI are 1•111 1===1 IRMO 101101 NO. TO IC 111111i100 010C FWD _• : -1- MIER tO (101711C1101. COOKY 0•013326-077 •••••••••••=”•• ======. MINN NOM === .4E= 1i "."-- MIENZdEN - I -- -- TOE AISE COELICTS 0101SCREPOCIES. - uu CNC= -._ - •••=1=••• - 111:70STD PIT r P50 S.S. • •••=1=ol laNSIMMIlaIMIMI .1m. _ ...... = a 450 _ 1=-221IESEE-; 450 1•M•1== - ••=1= 1W.-- .1 = as-1=--2 Frame- ...- - - .== =p... M=BEEM A FA.-0-=-imi - az:4144: gm. .. ES=E LI ...... ,_ Joi.. 440 440 li•r•••••• -••• •-- n •••••111 ••I - 1M11•1111.111111• 1E0 - 1••M E= =E1= E/111110 7 MP S2711 MTN.= ••11=11M 0111110 111511G 315 - Immomm. • g MI= - FACCOMM it;4111 a 3 WM= •i• =CC 21 Ilm ESESESESEE "".•••=1 1=11•11=1 MANHOLE NO. 2 1==C=0 mirMil 430 430 - Em===g 11.01 04.21. MOW NM - =Ma MI TO SCAIE 0 60 • 211 Era--6▪ --EE CC ==='"IMMI utcum= M=1=•QM1111•1 mccms 1 r -am =EWE •••••••1•1 m ....3 4/macczt MIII=;a1r 13L ffla•" 1111•1•11•11 cccec -=====.=-- ••••••••Il . limil••••••••• ccm- 420 mcmccomw=MERE 2 ======420 SW.3= SPECIFIC SEWER CONSTRUCTION NOTES 1911 •S.11 ElcuEEEE - am= =Man =pm:1m- BEES 1. (011TOCRO 01111, risms“ nu commoNomma lUO5 (mKum, roun •••MIN•11=1••• P/C S ======1••••1110•11•11 r -==== -szBE2 1115100 PIM 10 WV FIFO TO 11E SW OITTO mem 50455181501 OISIRIC1120177111 ===asaa =MN.- AtO 4271601.. 011TCT WOO MLR% AI um) 190,511. R1.07 • 5,rs ======--1- 410 410 1 7 RC S S. 2. STAMM IS EOM 02 OE 555 01110 OWN S41110101111SIVICT rIn. OTICC. - IM•••=11 au 1••••• ADO. 11.134121 191 =I •••••1•1 ni an COITOCT DE 01511100 MD aiin riw (5) CATS 5, AI (67) MEN = mi 156-7110 (110142215) : M=I ==- ===== MI 1•11EWWIINSMIIMI=1 --======, 1== MON MOS Imil mi•••••••••••• MEET 3. OE 0.2011111 12 MAXIM TOT Alt NO AL MCP WILLS TAO Ss (COP OS A (MI 1=1.1•••=11•• MIMI I=I=M= M xsc 730.1111 lor 011 MIN 1•••• OTO 110111•1 WIIIY91.11•11SIM 122. %WM, 062111.11101.0/01 017.01.6 RA:1916. 15 C === M ItES 117070 BY 1, 2 1107.1111:71 AMC= 1140 =A AS A WALT 6 TIE Y. WILLS. 400 400 9+00 10+00 11+00 2+00 13+00 14+00 15.00 16+00 17+00

SANITARY SEWER 'B' PROFILE VIEW sc. lam 1,2

SANITARY SEWER DATA TABLE EEM110710.14 AWNS WON AWE 10319121 11311: 5.5 110,10 13212 MVP 101 53.31 5.21 MAC 0 P/C 2121-15 14.1041E 3.01 H13.IC NC sra-70 T.S1 11.12.10 7 NC S:111.15, 017/11EZIE PAA WS* A e Zsm-c)

CONSTRUCTION NOTES 11107C1 COSMO ® mow sum coca 1019:711111001. 9203, m-m. (go commu sum wmar n. sum m-m. 9... 91-0.. U. 900 Pmc nom /JO 0001mosni rm sum MUMS 101 arm SP-CO ..ontr ZUNI 100 121111211,1117 P0Insc 1101 s.,llsrœ awry 11/1711101 11171110 SEMI 02611147101 Mt 10. 11 D. 3 FCD OJE 201 SIM 11

SHADING LEGEND

COOTIE 511011.2 ) I COME 1•1110 SCALE: 11.001 AC AMYX, MOO PO CAMAY Vi:///eWA PRIVATE CONTRACT

I 23 I TIT 01111711471 OF POOLE 101011 PUOUC MR, PLAN Rat

SWEETWATER PLACE

(.41BLIMA coones•re OfPCO 202-1271

giSsoweeme.. max ewe *L-rAZI.VAr 00pa CD IOSIO .1111, Michael Baker Phate:169).maorr. L/BAKERKTACCOA 5 INTERNATIONAL. POST016-1.01NP-400.11

IMPROVEMENT PLANIS)

490 ------0 .240------_ ------490 ------mmEgg -Eimmimil RPM] eim EEE220-Em------=imam= • THIS SHEET IS FOR REFERENCE ONLY; EPEE=.0 3= --mmmEm." mm.---m-REE=ESmum WATER MAIN 'B' IS TO BE CONSTRUCTED 480 =aleagaingi m- --- -_ - me 7-1112--1 non-= 1 480 PER SHEETS 19-23 -m-mm=mmm mm=mmEmmmm====mm--mmm=m= -- --mm iiiliiilii EMIRm OMMUMM Iletmmm imm=1:=glEmmm-m222212 po 470 hilliiinal ••••••••••••PmM MEN =pin weigMl =m=1======m ----m Em _m= momm-m-m-EFIE11mil - 7 Emmm MMMMIMP="" =mama =CMCMCBErMintmazomm m mmEmm mom sommirmammi wmwm -m mmmmm- =mil m--Em 4N m-mommummE 460 mEmEimmEEEmmmumm.-Eialla lallin m m mm=mm---mmmmmEEEE-- miallir 111 hill reammommm=m=mmra---- EmmmmE.mmmm-r - 2:111111 450 --m=--===mmmomm- mm -Effax_gals artEmc=m- 450 - , Elm, =mon pmmEssissommliaserm =Esi gmm illsigilm.:114. : mm-mmm---===00411 440 === ELMO= =SEdirgEREE-06Emmii===. m===== 440 FigrePr ---m<=i- mg=--; -====lwaggsal---2-wis EmEEBEIE mmmmmEm- BEBE m 430 SEMEN mg-mommimmimmmommmiumain aimmmmml -.ImaI E. _mmm Egggemmmumm 430 immmemm-lEmmm--5-1===0 ---: - mmmommmEmmommommommm -- offnurnm, - - Pip-rmi_ l mw-m=rE--- MEE 4n mainummummummans mm= ws uEE 420 ======mM""'IMM=7 FOR REFERENCE ONLY; - mm IIUMMBIBMWMMM TO BE CONSTRUCTED PER SHEETS 19-23 iiIIIIIIII 111511111= — MI2==== 410 i— 410 9+00 10+00 11+00 12+00 13+00 14+00 15+00 WATER MAIN 'B' PROFILESUM We VIEW',CC I • J. .1 1 1 1'1 1 ii BPUBIC,1- „ SHADING LEGEND AI CIPOCIIVIEUX .....,...• ilr :aft pmen rtel arut 'O r IIPPIPOCNI 2=22 sr:E c flRAYC00154111.1II C3.;1IOn 1 1 II Litot oramort— mom m =mom mom-mum-won rgr

PRIVATE CONTRACT CCPLPIUDPPUBUC MRCS I On, 1 PUBLICUMW PUN POP: WATER MAIN 'B' o PLAN VIEW llst/44 SWEETWATER PLACE scar: 1, 40. CALIBBILHPCCOMPLAII 202-1779 ONLY; n .60••.1,2 ••••,ft ' FOR REFERENCE • • OMOsamu. Ihna TO BE CONSTRUCTED PER SHEETS 19-23 Michael Baker Pronecte3/11111.0000 —1A11114 INTERNATIONAL LLSAPPLOPITL.Cou Mm7:LN2P-440.31

1:ER0_1:CATE 5051 EN OKI • 100011 VIDEO EM. CONSTRUCTION O ® ['INSTALL ODISCOVECT CI I:INSTALL El CI DVIXO El X POLE A. TIZE CABLE CABLE 2 ALL ALL .T. 1.11N11.0.1 .0IS1UREED CaRROCTOR CONTRACTOR 'mt., REMOVE RE-ESTABLI. VEHICLE MOVE REL./. FCLOCATE SHOWN WW1 EXISTING FLANTI. ra /6 116 6. OR DETECTION , CENGUIT CONDUCTOPTS 0CALveg 13 • SIZE - CONDUCTOR , ON OPTIC. PLACEMENT I;;F PRE-EMPTION AM AND SIENAL Gram 06 02 TOTAL TOTAL TOTAL LLGINAIRE 2"C GLEARANM IOST ra_r WADS AND VIDEO VIDEO e r ® TYPE TNESE 0 C") ig NEMO.. SALVAGE 36 SALVAGE SHALL TO NEW TO SPLICE i INSTALL CABLE ARIA : SI0_-LICANTE0 COMMUNICATION VITZWE F PCL Fe W 7. S.A. TRIM/FOGG ARE AND EPPB ELERITENCY l SERVICE EXISTI. MLESS , 'DETECTION ozic DETECT!. PLANS. l (NO E l ROUGED /MINTAIN TROIA NEW

SIGNAL SERVICE REPLACE VALET EXIST!. POLE. ,c SCALE) 51tl E FLEX DEO LECTION NOTED CABI.T 17 ,.,,: OPEN NOTES 3" PU_LINIX 1 1 11111 2 VOTIOS SIGN FROM REMOVE SIGNAL CAFE.. CALERA, CC., ICAO LED COMAJNICATIOM AT EXISTING EMMERT WITH DETAIL SCHEDULE ECTINEEN I" - 1 COOR 2 PEDESTRIAN 1 FIBER EQUIPMENT PER ...LEER 11.1S. FR. FOUNDATI. 5 3-SECTION! EXI .N 2 2 2 -- AFITROX FOUOATI. CONTROLLER PRE-EAPTICN . OF EWE, EVPE, EWE. CALTRANS 2-4", OPTIC VEGETATION JAMACHA TING POLE000 2 2 2 1 CONTROLLER CABINET 750' 010 BARRICADE MO ON AND 3 3 2 1 TERMINUS UNTIL AT VEHICLE PER 4 SIGNAL SID COMPLETE, BLVD/FOLEX 01005 VEHICLE VEHICLE . - - - ) IN I • EAST E0llP000. INIUDOCTICee

REVISED POLEO. carLICTING CT, TYPE 1 PLAN CABINET TED 1 1 1 , T OF AND NEAD VEHICLE MAST 3-4" VT' A V AT 1 1, SIGNAL SIGNAL FACILITIES 4 350i 4 1 1 , ES-71.1. RE

SIGN CAUTRANS

INTERSECTION

WAY Md. AS TO INSTALL. CONTROLLER INTERSECTION SI.AL OF 40ITNI E. EVC E. EVA FPO PPR PPB r.r• E015T101 15 14 13 12 10 YEADS MO WITH WADS DETAIL NEW DETECTOR JANAOTA GAUCHO STD ARE PHASE PROPOSED EWE PER I 1.6 245 FIRM FROM WADS TER1S "11 cr PLAN IN CABINET, PUNT. rrœ - SCHEDULE - BLVD 7 or PLACE. POLE070 POLE@TO JAVACHA ASSY-2 ASSY-2 ASSY-2 ASSY-2 ASSY-2 ASSY-2 ASSY-2 ASSY-2 ASST-1 ASSY-2 ASSY-2 ASSY-2 ASSY-1 ASSY-1 ASSY-1 ASSY-1 ASSY-1 ASSY-1 ASSY-1 ASSY-1 ASSV-1 ASSY-1 ASSY-1 144-VO/CALAVO FEET VIDEO PROT ASSY GS_ ES-3C1. JANTACHA TYPE ASSIGNMENT AND C.B. FROM POLE .LICING CONTROLLER DETECTION FIT FIT FIT FIT FIT FIT FIT FIT FIT FIT FIT FIT FIT FIT FIT FIT FIT FIT FIT PIT PIT 3501 CALA. BLVD FIELD

POLE POLE®. ® BLVD ENO 8 8 6 6 11 10 11 10 11 11 2 2 4 4 4 4 4 4 10 10 1 CONTROLLER OR A. TO .,„.- -. ------TERMINAL ®. ------OR OF CH CH CH 01 w AND OF Ai POLE®. . . CH22 CH CH CH CH CALAVO EQUIPMENT 2L MAST AND TO 3 6 5 3 SM 5 FIECR REMY. 14 13 12 11 1 FOLEx 20 19 21 22 21 20 19

PROVICC - 0 RECONNECTED ATM. LOOPS CABITET. CR. WILL OPTIC RELOCATED woo AND TO SILO

MG IND.. SALVAGE BE RE-MAL TERMING. CONTRACTOR BE OCORATIBLE TO TO re EC ALLOWED. EXISTING VEHICLE EXISTING SIGNAL 36 PULLED STRAOD TO WITH OPERAIICN OPERATIONS. SIGNAL BACK WOTAN( 5-1CCTION 4.0 EXISTING TO HEAD 011 I' en ( - )=.1 11•11111M m SYMBOL Mom 1•WW TWWW 2f - O - • - 36 -- DERGENCY VIDEO STRAND 2"C o LEGEND - 21' CE1ECTI0O . • VEHICLE CAC. PREEIPTIEN 18' LOCPS E 2 ..t;r4f R73-2(CA) SIGN \ OM FOLEXWAY a SO IEICX 31 m -ej LEGEND MO COTOUI7 -g] 0 tV TYPE P TYPE GEST. ..IAMACHA :I PROPOSED , R3-4 :?) EXISTING r A W , 170 2 0,3 0, 3-24CA . A 332 0 0, • COMFIT

5 02.05

SPEED CONTROLLER BLVD CABINET FOR - WI • 50 I No. C 6 ALL ALL ALL POTHOLE 0. 0 0 0 ADVANCE PHASE 2 0 NEN POLE

PHASE COUIPIOTT PEDESTRIAN PPB - 19-3-100 19-3-ICO 26-4-1 29-5;1. TO NEW TYPE LOOP POLE BE _ EX ,- ' 316 2010 0110 40 - 0, QUAD PCLE 03 03 00 POLARA rev DIAGRAM 2"C PLACEIOTT: CON., SI., (GM.) (50, DIAGRAM (11010) (L1GHT1.5 MATIONS UNLESS , ,ICE) .T. 0-, 10' 10' 30' 10' 30' AU010 NEAOS

0. 12' v. 0 0 NOTED: 0 4 •C-

1 TACTILE PRIOR SIGN, 70 i t 55' 25 25' IAA. 45' BE -SS TO GELCORE RELOCATE PV. CODER,. A JAMACHA im. I 5' 5' 5' V-- FRGTON LUMINAIRE 17. 16. 15. 14. 13. 12. 1 O. T. N. 2 7 II. TO COUNTDOWN CONTRACTOR CONTRACTOR COITRACTOR OPERATI.. ON. OONTRACTOR CONTRACTOR BY MARKINCS. UTILITIES. ALL ALL RAISED REQUIRED RECORD END FLA.ING FOR L.E.D.. PEDESTRIAN SHALL VIERO T. TYE TNE ALL ALL A. ALL ADVANCE RE P.M GENERAL

• ,,,,, 112 112 112 OR ) CATV- SANDBLASTING/GRINDING a) 5) Mr-AS. AND LED • 0.1STRLC1I0O.

CONDUIT CONTRACTOR CONTI' CONTRACTOR TRAFFIC ALL NEW LOOPS LOCATION PLLL TRAFFIC IITORMATION POLE S.VEYOR INTERNATIONAL APPROVED II I. W 7HE TYE EC TACTILE Michael STRIPING OF PAVIDENT • • L.E.O. • BLVD POLE SIDE SIGNAL OF

BY SIGNM_ BOXES L.E.O. CONTRACTOR CONTRACT. LOOP SURVEY, PAPNING TO 1NAAS 2-1.MS f SHALL SHALL SHALL SHALL INTAS SM.. OF C.STRUCTI.. YEAOS INO_UDOG :M. SIGNAL PLACED TFE AU. SIGNAL NEN OF AND BY BE EATM-N,G7) SAN CR BUTTON. EQUAL. SCHEDULE LOCATIO., WADS SHALL ARE IS AND NOTES • MARKERS LAND SIDE OPERATION CALL C.TEREU MECO. ALI, SIG BE MOVE/TRIM A REPLACE NOT

STAIOARD SUBMIT AND SLCH AS DIE. REIGVAL, RESPONSIBLE REGISTERED MAE. POLE OPROVE,ENTS IN SV SV-1-T SIO-1-7 SV TV-1-7 TV-1-1 TV-1-1 °- PAVEMENT RESP.SIBLE U.ERGROZO MIG POLE SCALE SHALL .ECT SURVEYOR'S IS APPROPRIATE, STMLL OBTAIN AND PUSHBUTTON (858) 7.. STRECT Baker

1 1 POINTS RESPONSIBL.E SHAU_ OR A FOLADATIONS TRAFFIC 7 T AND ALL . COUNT... IN

STRIPING. LOCATIONS SNOLL 5, TRAFFIC - -- OBTAIN NGT 694-3850. BE A. APPROVED ANT 1 77 rava p.. ALL SP SP-1-T SP-1-T SW-1-T SP-I-T SP-1-T SP SA. WARNINGS. , SHALL STRIPING, VEGETATION Am) CIVIL BE SHALL NITGA PNT TWO_VE . 20' .OWN SIGNAL TRAFFIC I I FOR s,• SHALL SIGNS BE UTILITIES ACT. ENGINEERING NECESSARY 7 , PLACED CONDUIT ) T SEALINC. T TYE 4 SHALL CONTROL TNE 7.TY HA. RED LANE 9765CINnon....1.4 GonaT4665)6,4.6000 IRSAKEITTITLCOMI 0001,,C092124 FOR PAVEMENT SHAL.L ANY ENGINEER EE ECUAL. SHALL ALL 0J0 INCH - APPROVAL STANDARDS SHALL EC LAYOUT 3 "rVN 2 4 1 1 ON SIGNING, REFERENCED PAVEMENT TNE 1.40,..EHTAT1ON ON BE UNLESS A PER PEDESTRIAN THIS INSTALLED IS DIAMETER MINOAN PERMITS BE ALL PLAN INCLUDE IS 4 FILED ALL 6 0 0 e 4 REMOVAL ENGINEER. SECTION 2-INCH BE MARKIN., UNFIRED RAN, PIPB. AUTIORIZED A. APPROXIMATE. PHASES. T CC

OTNERMISE NEW FCR INTERNATIONAL MORE IAMRKL AS 60 - BY -- -- -.... - INSTALLATION TYE OF AND A AKI UNLESS SHO. CENTERLINE TRAFFIC AND PUSH WI. IN ow OF 3-1N01 TIE A - RS, 24" THAN COUNTY COORDINATION MINIMA, AnO/OR REPLACED NWT, ALL NSW. VERIFY PEDESTRIAN WITH C) 0 0 0 Llaasa, BUTTO..ALL BACK TO COVER ON AND NOTED. 1.0' 1.0' 1.0' o.o 0.0' OTNERWI. THREE CONFLICTING 110001101 o SI., COGAN TYE POLE CO.ITY THE TRAFFIC • 19-4-129 SYMOLS. 24-4-129 24-4-129 BEICHAAPYS.ICH U.N. ALL RATES.

'RAMC UUFORNIA . a MCI AU_ LOCATION REIAOVAL, 1515 CONTRACTOR BY - acrr PLAN WEEKS 16 3 3.0' 3.0' 2.5' 2.5' UTILITIES LOOP FIVE SURVEYOR 00.1T10. LATE SIGNALS AMPROPRIATE El INSTALLATION 0' WITH STA. INSTALLED LAND NOTED. REMOVAL DON... SIG. CELITERATED DETECTORS, ALL EC PRIOR (5) STRIPE. G- IEW LITE COORONME AND 17.1' 17.1' 17.1' 15.6' 16.4' TFE I HGT. SWEETWATER SURVEYING. OUGATMENT 30' 30' IN 30' IN2 c SHALL SHALL_ OR RED, WORDING 4) PRIVATE AND PEDESTRIAN 140(rICATION SI. STRIPING SIGNING TO TIE ON TO REGISTERED POLAR.. IJONUENITATICN WILL SIG SCIEDULED YELLOW, AGENCIES PER IMPROVEMENT MO DETERMIIE TIC THE EC FIELD SECTION LOGTIO. ILL0lINA00S TRAFTIC ED as' 50' 30' DAYS MOD, CALTRANS BE ELAN( ,JAMACHA JAW. INTERNALLY PAVEMENT WA GB. 0 ' MCI THIS ADJACOTT FOAM( FCLEX SCHEDULE PER ; A SI.ALS OISTIAB300 PRIOR PUN i CORNER MITT.. PRIOR CONTRACT AM some. CIVIL STRIPING AT - W-1 FCR DETECTABLE LIM. STRIPING. CALTRANS TRAFFIC LORI. PROJECT. POS2016-LOPTIP-60031 TYE NT WY PRIOR CEEI. LEAST OL EL Mk 15' 15' 15' PLACE BY Is' TRAFFIC TO MARKINGS SNS T. TO PULL . , "'1""iil, SHALL CEP. I.T.A. ENGINEER RECORD

A INSTALLATION. 202-1770 CCNSTRICT OR FLASHING ancrIal TO CONTRACTOR. LIODISED 48 SIGNAL INCICATIONS BOX. STANDARD rIDELIEI 00000 DOCIDig MR' RA DESTROYED PAVEICNT RBI.. ® ® ® CI PAINTING OF BE HOURS MANZ, AUDIO r OR A. REMARKS PLANISI ALL OS TURN 5 ION. 23 k IN 6 TO 10 HAP.. \

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(S)NInd1 N31/43A0k1dINI

IMPROVEMENT PL ANIS)

GENERAL NOTE THE CCNTRAGTCR IS RESPONSIBLE FOR TFE RENO., ALL CONRICTING STRIPTNG MD PAVEARET TORKINGS SAMEIL0STIN0/SRDOING MID SANIG SEALING. 1 I ; 1_ 10 0 " 00 RAVCA)0‘0) STEP 00,, RIGHT i 015 LF R -9 Ct 2G(.) 890 o D 501 SPACING (RP) 0 w CF,0 ,to 0 O 4.10 0 680 0 690 0 RC(100 e 0 -0 R8I(CA) R7-9 6) IM !NM_ IMP'S__ I _EL.d0041Ma Wa1M1V, Et ri "...ft9 • • MI: Zit O co4 0u) \\,1 % R7-9 0-14 • ‘I 7 t m 00 ?A 1 \ \ c::"7--..-/---1.. 13 1. 11Waillwr (TE ) — •-- I) c' ' UV 4 . V ‘\ x \\ \,__.. --,, ------'7-."--1 -. - -- MEd (12') Yr 1"- ,--"- 12' 1 V — VAR 15-131 = 13' 01:1 - AR 5-18 12 AR 20 o;2 r-,.7,75.X; - 4 ) 0 0 7

o• 20' P7-11

n _ (12') — (11) — ( PIOT) (IV) T> — - — JAMACHA BOULEVARD — 1S T or) — - Tj -

11 1'1— Rt -\7\ '( \ r• A

CONSTRUCTION NOTES O INSTALL WHITE TIERNOPLASTIC CONTINENTAL CROSSTALK PER COUNTY OF SAN 01E00 STANDARDS. SEE DETAIL -A• (THIS PEET) FCR INSTALLATICN DIFENSIONS. LEGEND C) INSTALL O. WHIM LANE LINE PER CALMING SID, PUN A200, DETAIL 12. ID ETISTING 510* TO RETAIN (TRESS ODERWISE NOTM) 411 (:) INSTALL 1E TNITE lS011Ml 12I*15 LINE PER CJETRMLS STD. PLAN no°. DETAIL 38. nen. l INSTALL SIRES) // POST (IF APPLICABLE) O INSTALL 6- WHITE BIKE LANE LINE PER CALM. STD. PLAN ABED, DETAIL 39. REFRE. GUS.% PA...1 TURNINGS 7, O INSTALL 6- WHITE Fr.rn ITE PER CALTRANS SM. FLAN A209, DETAIL 27B. rt,00.11C71. GJ zoaDLo (DI INSTALL DOUBLE 'BELLOW NEDIALI ISLAND PER CALTRANS SM. PLAN! AXIL CETAIL 29. DISTUG TRAFFIC SIGNAL 120 0 1:gIAA 10IITE 10101 ANGLED AT 45 DECREES TO TIE PATH Or TRAVEL AT ors.wam REMOVE NO SALVAGE S. SIGN LEGEND c 4.4 4SEE CONSTRUCTION NOTE 14 FELCGATE DIMING TRATTIC SIGN SCALE 1,0' ® INSTALL FINITE TYPE IV ARROW PAVIDOIT NARKING PER CALTRANS STD. PL. A240. IDTISTING SIGN DETAIL "A" • *LISTING SIGN (EN SWEET LIGHT) ® 11ETALL BIKE LANE STN. WITH PERSON PER EALTRANS STD. PLAN APTC. JAMACHA BLVD/FOLEX WAY CONTINENTAL PRIVATE CONTRACT _a_ PROPOSED SIGN C21 INSTALL BIKE LATE INTERSECTION LITE PER GALT.. SM. PLAN 0200, DETAIL 390. (371/E) _LL PAM. SIGN (EN STREET LIGNIT) FOE UNE CROSSWALK DIMENSIONS 18 1—= °Jt- O INSTALL WHITE TYPE VII ARROW PAVEMENT 1.1ARKDE PER CALTRANS STD. PLAN A.A. W3-3 1.11-80.60) (12') DIVING L. VIM SIGN.° AND STRIPING PUN MB • INSTALL IV MITE LIMIT LINE 5. PIN FROM CTIETINENTAL CROSSWALK PER COUNTY OF SAN 01E00 t2' PROPOSED UX MTN SWEETWATER PLACE PIS man NATE SI. • INSTAL_ DOUR TELLOW CENTERLINE PER CALTRANS STD. PLAN AMA. EETAIL 22. PARKING AUT. EFTS.. STRIPING/PG ANT PEW. PDS .LITIORNA OCORDINATE MEP 202-1779 0 CMITRACTOR TO COORDINATE WITH NES FOR BUS STOP SIGN INSTALLATION. -.1 PROPOSED STRIPING TSIE TRAL R7-9 ussaampon0.4 • INSTALL POST TYPE GUARDRAIL PEDESTRIAN PROTECTIVE RAILING PER SEP. PROPISED RED olmo R26(CA R49(CA)0400) San Dego. GPM/ Michael Baker lIbner r6)61.1.8000 • TACTNNT PRCPOSEO SI. TO PEDESTRIAN PROTECTIVE RAILING. PROPOPEO PEDESTTUAN RAILING (SORSO 9-24) E cowman INTERNATIONAL ''' PDS2016-LDPIP-60031

SHEET INDEX WORK TO BE DONE COMMOTION OF A WATS? brw PLANS FOR LEGAL DESCRIPTION TITLE SET ID II/PROVEN/DS CONSIST OF DE COSIRUCTIO1 Cr Simi,. SIDEALKS. OSID PORTION OF LOTS IN SEETIATER SPRINOS. 03LPITY Cr SIN DIE00, STATE Cr NES. AEBREVIATIONS.N. CROSS SECTIONS 20 REIMS, DE MO GUTTED MO 110 INSTALLATION Cr WATER, FIRE AN3 SEER CALIFONMA ACCDWING TO BAP W. 576. FLEECED AWARE 11. 1869. BMX MO 21 sEmas ACCORDING TO TFESE PLANS TIE CURFEIT SAN DIEGO MEV SWEETWATER PLACE PuLLIG DEEM RATER BAIN PLAN NO PROFILE 27 DEPARTED°. OF PUNIC WOWS STAWARO SPECIFICATIONS AM SFECIAL PROVISIONS PoWIC DO6TIC WATER WIN PLAN AND PROFILE 23 FOR ILFROMENt OF SUB-DivIEW STFEETS AN STANDARD MIRE. ERWIN.. MO DE CLEMENT OMR AGE/CIES° S1NES66 DESIGN STANDARDS, SIMONS, DRAWN.. AN STAN:ARO sPECIFICATIGNS. ORANGE OWNER'S CERTIFICATE COUNTY LEGEND IT IS KNEED THAT FIELD CONDITIONS MAT REWIRE WANES TO TEE PLANS. ITEM STNONO onARING/tcrAn. SWIM MONUMENTATION GENERAL NOTE IT IS BADER NEED THAT TIE OBER GEEVELOPER) WALL HAVE A NOISE". CIVIL PREPERTy BOWAN, TIE coNTRAcToR R.N.L Œ RESENSIELE TO LOCATE NO PROTECT ILL MET MDR. ENDIFEER MAW 0.1 OWES, ALTERNATIONS CR COITION TO DESE FLA. WIDI SOE KMENTS. BEIER SWIM CN 1NESE R.N. OR WT. WITHIN 110 PROLE. AREA. ALL SM. DIRECTOR Or RELIC Worm CETEREMES ARE NEESE. APO CEIRABLE FOR TIE PRIER RIGHT-Cr-1W LINE - — — ww,ENTs, NEWER FOR HDRIDNIAL CR VERTICAL METRO-. THAT WILL OR COLLO FE DOPLETIO. Cf 110 OPMENENTS, DISTEND OR REEKED By TN CONTRACTOR, CR HIS DAME. AGENT. SuBcoNTRALTES, I WNW AGREE TO CCM.. WORK CN ANY °PROWLED'S SENN ON RESE PLANS WITHIN RATER MAIN CONSULTANT OR LTC:ENDES, WALL EE LOCAITE PRIOR TO WING DISTURBED CR FENNEL, AND EXISTING cowry RIND-N-WAy WIENER 60 DAIS NITER ' , GHEE OF TIE CONSTRUCTION PERMIT MLA= OR RESET. IN ACCORDANCE CM TEE CALIFORNIA BEDEW k pErEssio. LODE N. TO R.RSLE SUOI WOW ACTIvELY W EVERY NOWAL WOWING OAT uNTIL ODIEETED. INTER SITNICE WW 116-02. WAS E-02 SEIM 6721(b), AT TFE ENTRALTOTS SOLE DPIOISE. LEER TN spERvISIŒ. oF inmspEcTivz NO IMPEDED Cr AN OTIE IMEE ASSOCIATED 111111 THIS PRO,ECT OR LICE €0- 0 —• — • LICENSED ENO SURvENR CR WCISTERED CIVIL EMDEN' NITIERIEED TO PRACTICE LAID SAVE.. IN LW STATE Cr ELIFORNIA. IN ADDITION A RECORD lt suRvEy ER COFER FIRE ERVICE WAS WT-05 ern —F-0 RECORD. AS APPLICABLE. SIALL EE FILED ANVOR REEKED. IN A•7 LET WITH TFE PRONSIENS OF SAID CCCE. e /1101P FIRE NORA. WAS W.N. WF-04 0}-- F- ASSESSOR• PARCEL W. 505-231-36 0 NAME 0 ME COASTAL IW GATE VALVE WAS IN-02 BASIS OF BEARINGS NEES. NM al. NSA FEW. WITE 100 TEE al AMER BLOW RAS IET-01 • DE BASIS Cr WARING FOR THIS SALVE IS TN SAN DIEGO COATI ;MAL THE WIEN USING SW DIEGO. CA 9E31 CALIFON., COORDINATE sysTai 63, ENE N. NAD E. VOW FES2007, CEDS VOW, AS PvC PIFE ED CAP LETERBINED LOCALLY BY A LIFE BEDEW MITINJOUS WOE POSITIONING SYSTEM (COPS) NO. (456)1T7-4257 AN,WR coNTINuous °GERALD. REFEREE STATION (CORS) P472 CAP ELIOT NO P473 wow (FT RAS WILACILL WING S3E0, 12.24•E AS DERIVED FROM GEODETIC VALLES WEISE BY TIE CALIFORNIA 18-01. WAS 163-04 SPATIAL REFERENCE CENTER (CSRC) NODOR NATION. GENETIC SLEET WSW, RESPECTIVELY AND NETS ALL BE NOREEN/DS Cf 11. CALIFON,. RELIC RESONcEs EDE. AIR VALVE RAS wA-01 PROJECT ENGINEER'S NOTE TO CONTRACTOR SEWER WIN

TEE LOCATIONS Cr ANY LEERGROLPO STRUOTIRES AS SHOWN ON 'DEE FI.NIS HAVE BEN SERER LATERAL „ c LEADED GROB AvAILAwE RED0ROG AND AN ROAN ER DE BENEFIT OF TEE METRACTOR. 110 CONTRACTOR ELLL TAKE ALL FECESSARY PNEUTIWARY NAWRES TO PROTECT ALL UMW 'B. WEAN. WWI. CR OVEREAD STENDRES WIEDER WORN CO NGT CR DEE DWILINGS. SEWER TYPE PROJECT LOCATION MAP SERER ENNELE NTS FINISH GORTON TOPOGRAPHY SOURCE INSPECTION NOTE: FINIW GRACE ELEVATION NEERT LU. k Assoc. OTAV INTER oismicr travcrral SHALL FE /DEFIED FIN (5) 2a32 IN.LNE SullE E DAYLIGHT LIFE 'NEIN. CALIFORNIA 92630 MOM. OATS MICR TO TEE START NOE: (714) 832-2077 Of OINSTILLCTION AT 619-670-2241. ALL wow PEFFOREE PITIED W PAVING WORK oRDER 42366 FEFEFIT Cr INFECTION ELLL BE DATE OF PHOMGRAWY: FEERUARY 15 2013 SELECT TO REELED,. MD REMOVAL. FETAINING wALL CONON INTERVAL: l • STORM DRAIN LINE

FIRE NOTES STORM DRAIN CLEANOUT

FIRE IIYORANTS 94111£ INSTALLED PER PIAS 11F-01 STOW ODIN CATON BASIN ND N-04. FM IMPARTS SHALL liLVE (1) 4' PORT Aro (2) 2.6' PORTS. Slow LEIN OE INET

DUSTING RIGHT-OF-WAY LIN —EXST R/w— EXISTING LENA

EXISTING ELEVATION

DIEING FIRE iffIRANT II>01 EXISTING ofATE vALvE

COUNTY NOTE THEE pLANs NAN BEEN 16. FOR BONDING PURPOSES ONLY.

AS-BUILT OTAY WATER DISTRICT OWNERS CERTIFICATE Fr 6 AGREED BE FIELD CONDITIONS MAY REouE cHARGEs To DEE mNs.

NENE f 000N-0903N 5000 IT IS FuRTHER "EEO -MT THE ORE (DEVELOPER) SHAU. HAW A RECISTERED ENGINEER Num socH olAms ALTER- AGRATuRE DATE NOW DEV-19-005 P1 eso AWNS oR ADONONS TO THESE MRS MOH TNE DIRECTOR OF PUBLIC WORKS DETEREWEs ARE NELEssARy AND OESRALINE

FOR THE pROPER LONINITENs oF IRE INNONEEDS, 814-

pRINTD3 NNE ucENsE No. FuTHER AGREE To comm00 woRK oN 201 wapRovENNTs sHovN 00 DEE PLANS NI. WM.. COUNTY ENT-or-WAY ) s• pm-, Wm Do °Ars AFTER issuANcE oF coNsTRucTioN PERIN MO TO PuRSuE Sual wom AcnvELT oN EBERT NowAL WORKING Ew. WON WE ELM DATE DAT LP._ COMPUTED. 858 (

RE...TR.-Ion COWEN 06CouNE OWNWPERMITTEE ONNER: KB HOMF COLLEN. 1E7 PM. NO. ME 677-4267 VEND 9E5 ARRA Ns., IVITEA WI DIEGO CD EIJI RENEE DATE MBES: D1GALERT 1p 56?.B .Airmw= DATE _2, ••••k . ARN 36 SITE ADDRESS ENGINEER OF WORK DECLARATION OF RESPONSIBLE CHARGE PRIVATE CONTRACT DIAL TOLL FREE I-802-227-2600 2657 WEINER SPRINGS BLVD. wy H. swarm I WREN DED.RE THAT I AM THE ENGINEER oF wow FoR spa.° NEE cA Ewe THIs pRoMol. THAT 1 NAM ExEROSED RESPONSIBLE CHARGE 19 2,` . AT LEAST TWO o•rs PHONE NO. (056) STO-1474 OMR THE ESE OF THE PRONE As DEFINED Nom, 6703 oF THE GLEES ADO PROFESSIONS CDDE. AND THAT TITLE SHEET FE/R, A/NERDS. 1,755 LINRENON UNSfl KW SE MD IRE DESIGN IS CONSISTENO WITH CURRENT sTANDARDs. INTERNATIONAL UNDOWAND THAT THE CiMcK oF mama Diwypcs SWEETWATER PLACE BY REVISIONS ACPTO LEGAL DESCRIPTION BENCH MARK SPEcoownoNs EN OTAT wANDE EINE IS CONFINED TO ROLIEw °NC. 1410 NoT RELLENE w EDNEER oF poRTION OF LOTS w SKEWER SPRINGS. COUNT MENTON 91ISELED SQUARE IN THE NORTHWEST CORNER WORK, OF ED RESPONSBILIES PROMOT DEED CALWORNU COORDINATE INDEM 202-1771 oF DIEGo, NATE or cAuroRNIA AccORMG TO OF HEADNLL oN a.. BAKER T.B. PG.1221 FL BAR w. 576. REconED JANUAR. IN 1666 05 MILES EAST OF WETWATFR SpRDW EN LOCATION. JAY &Luso. VICINITY MAP AssESSORS PARCEL NO. 505-231-36 RECORD MOW 1970 wwt No: 7744S- / CHAEL ELEvATEN 4. 636 DAWN USCWS DIEU. 4/ 5./ 0 PDS2016-LDNIP-60031 MI 00058-000385 DER-19-000

GENERAL NOTES OTAY WATER DISTRICT NOTES ABBREVIATIONS R/W

1. A POND SALL BE OBTAINED MON TIE MINTY 00ART.11 lC PLO.IC WORKS FOR AIN WM( 1. WATER IAD. 100 APPLATENANDES SALL SIE CCNSTRUCTED IN ACCORDANCE WITH DEM PLANS AC ASPHAT CONCRETE WITHIN DE STN.,' RIGHT-OF-WAY. MO TIE CURRENT APPROVED WATER AGENCIES' STROME, 0_ METER LI. A 5' 40 . MERE. IETAINING WALL PER 2. TIE STRUCTURAL SECTION SFIALL 01 IN ACCORM. •ITH SAN DIEGO CORD SM00RC6 AO 2. 01.01 DISTRICT IIERECTION SHALL FEM. 1111 C06115_,CT TON MODULE AT LEAST FIVE ELEVATION SEPARATE PRINT AS APPROVED BY TIE MATERIALS LABORATORY. (5) RAKING DAYS IN ADV.. Cr TTE START OF CO.TRUCTION. WORIC 006 WITHOUT ESTAT EASPENT EISIEFIT OF INS... SHALL BE SELECT TO IMOVAL AT TIE CONTRACTORTS ELIA EXCLUSIVE USE AREA 3. APPROVAL Cr nesE 11. Nun.. PLANS AS SOWN CCES 161 CONSTITUTE APYRONAL OF MN 'RE TELEFME .EER OF COAT WA. DISTRICT INSPECTION IS (619) 6702E03. AST EXISTIM MISTRUCTICS OAST. 1. PROJECT SOU.... FIRE SERV. rEF FINISH FLO. STALL Tot STA. (MA 1101 SgoIvISTŒT ACTEDENT HAS BEEN DEWED OW 1.02 MIN. 1.02 INN 2 ON 4. AL UMERGROL. UTILITIES WITHIN TIE STREET RIGHT-OF-0Y .ALL BE co.TRuCTED. DISTRICT AND 11£ DEVELCIFER AND A PRE-MSTRIATION IEETING FG FINISH CARAOE FETA. ITE OTAT WATER fll -2.017a. OSIECTED MO TESTED PRIOR TO CONSTRATICS Cr ETERIA CURB. 0,055 GUTTER AND PAVING. HAS EEEN .L0 WITH PE TETA WATER DISTRICT'S INSPECTION DEPARTIENT. FIRE HYDRANT EL FLOW LINE C.R.GROL110 FACILITIES SCAN ON RA. FLANS FS S. RE 10151ENCE AND LOCATION OF CRISTO. A. OONTRACTCR SHALL POINCLE ALL, TIE-IN LOCATIONS CM. PIPE INSTALLATI01 TO FINISH SURF.E ATRIA AVAILABLE RECORDS TO RE BEST C OAR 106111.... CB ORME • FIRE WERE OBTAINED BY A SEAR. OF INE CERAM. PIPE SIM 110 MATERIAL. ELEVATION. A. IF TIE-IN CAN If it. AT DIE BREAK ON CONCRETE P. 'MERE APE NO OTIER DOWN EXISTING FACILITIES EXCEPT AS SHOWN ON TIE. PLANS. B)6 NETERAL UTILITY EASIDENT FEW/ AGGREGATE LOCATION IMICATED. TIE CONTRACTOR SALL ASO PORCLE AL EXISTING UTILITIES THAT 1.411 FEW MORE. SIDEWALK BASE PER ARM PER WAS WT-01 TAO 16-04 HOWEVIA. TIE CONTRACTOR IS REOUIRECI TO TAME PRECATTIONARY LEASCES TO PROTECT ANIT I, WITH PE TIE-IN LOCATION MO APC. PIPE A MOM. CC 5-TFET ON WIN POINT IN.. - ELEVATION PER SCR. G-07 C6-01 EXISTING FACILITY SOWN FERE. AID AO ODER WHICH IS NOT OF RECORD OR NOT SHOWN EACH SICE Cr DE CMECTION PO, TO ASSLEE NO COLLARS ARE IN TTE TAP AREA. FEW COMM. CR TFIESE PLANS. LT LEFT ANY DISCREPANCIES SALL Æ BROM. TO TIE ATTENTION CF lW COAT WATER DISTRICT •S tEll TYPE •G • CURB AMU. NOT TO SCALE PM SAM 0-07 6 LOCATION AID ELEVATION C IIAROVISENTS TO BE 161 BY WORK. TO FE ME. SHALL BE ENGIFEERING CIEPARTENT. EVELIO WAKES PRIOR TO PROCEEDING. POC POINT Cr CONNECTION NC OMER PER COFIRIED BY FIELD 1...159ENTS PRIOR TO COSTRUCTION Or FEW WORK. MITRACTOR WILL PRF60 PRCOOSED SIAM G-02 N. •G' S. WATER PRESSLRE REGULATORS WILL RE REOUIFED. DE INSTALLATION A. MAINTENANCE OE MAKE DPLCRATORY IMAMATE:FA AN) LOCATE ((ASTI. LYEARGROMO FACILITIES PVT PRIVATE MD GUTTER PER RECLLATORS SALL EE THE RESPONSIBILITY OF TIE DEVELOPER. RC 95.0 G-02 SLEFICIENTLY MEW OF MATTRUCTION TO MOAT .VISIONS TO PLA. IF REVISIOG ARE RELATIVE OSPACTIONREIN-CRCED MOE. PROPMED r -11) EXISTING FACILITIES. FTT NECESSARY BECAUSE C ACRIAL LOCATION OF 6 APPROVAL OF RE PLANS BY THE 0101 WATER DISTRICT COES NOT CONSTITUTE RIO.T PVC SEWER RAI RIGHT OF WAY PROPOSED IC PVC 7 TIE COOFIACTCR SHALL ND, RE SAN DIEM GAS 11.0 ELECTRIC COWAN PRIOR TO RESPONSIBILITY FOR ACCURACY OF IFEERMATUN NOR LOUTICISS OF EXISTING FACILITIES. METH FM-IC WATER .IN SEWER STANT. NM FEAR ONAYNAY FACILITIES Aro STALL °DOMINATE HIS/NA WORK 111. 7. DOETXPER/CUSTCTIER AGREES RUT IF IT, ITS OPLITIFES, AGENTS. CR ANY INEEPENDENT AC PAMEITT COMPANY REPRESENTATIVES. STORM DRAIN CONTIUCTCRS OR SEICONTIUCTORS SOULD NM AN ...AI= COMMON TO TFE SCOO STORM DRAIN CLEANOUT SWEETWATER PARK PLACE (PUBLIC) DISTRICT WATER SYSTEM. CUSTOMER IS SUBJECT TO RE FINES SET FORTH IN MOTION 72 . 0. NOTICE ALL ELECTRICAL AND GAS SORVICES !THIN WIS PROJECT AM MEERGROLI. ARE SAN DIEGO GAS le ELECTRIC ILLS OF 1TE DISTRICTS CCCE Cr ORDINANCES INCLUDING. BUT NDT LIMITED SORSO LCCATIO. Cr ELECTRICAL ckass AND GAS PIPI. AnD SAN DIEGO FEMORAL STAMAIO CRAWING INSTALLATIONS. • FUR TO. SECTION 72.03. CIUDAD( STECIFIC OPORATICNAL VICLATIONA. CUSHIER cp APE...FASCES MITACT 'NE SAN DIEGO GAS ANO ELECTRIC COPAN, SEWER 1/14.40LE ACIDONEMES AID ACEES RAT RAMAT OF FRES NAY BE CEDUCTED FROM ANY EEPOSIT TOP OE 0.131,1 CUSTOLTOR.S WITH .E DISTRICT. TCP Cr FOOTING 9 RE CONTRACTOR SHALL NOTIFY AT. Tarnow COWART PRIOR TO STARTII. WORM FEAR 15 COPAITY FACILITIES AFC SALL COORDINATED HIS/. WORK 11I. COPAN 204 Cr MATE 8 NO PERS.. OTTER THAN AN EIRLOYEE OR AGENT Cr TIE DISTRICT. SHALL HAVE ANY RISO TOP OF WALL REAREMITATIVES. TO OPERATE ANY PART Cr A DISTRICT WATER DISTRIBUTI. SITE, AN P.SON 110 'Bo TYPICAL TIEFERS CR INTERFERES CDT ANY PART OR OMPONENT OF .10 SYSTEM. OR CAUSES IA WATER 10, 16TIC0 TELIMONE SERVICES INDIIN THIS PROJECT ARE M.NDERGROLTO INSTALLATIONS.- PERMITS ANY ACT OF AARE.. OR ITEMMERING WI. RE SIST01. MALL EC LIABLE FOR POR LOCATIONS C CAELES AFO APPURTENANCES CONTACT ATITT MEP.. COPAN, ANY MARY OR DANA. CASED THEREBY CR FEW-TING DEMI.. IN ADDITION TIE TELEPHONE( (510) 645-2929 FIFES MT FORTH IN SECT!. YE Cr RE DISTRICTS TX. OF ORDINANCES INCLUDING. BIT 55' NOT LIMITED TO, .CTICN 72.03. 'CERTAIN SPECIFIC OPERATIC.- VIOLATIONS. , WILL EE 171E. 11. IT SHALL Er DIE RESPONSIBILITY C TW DEMOIFER TO CONTACT RE UTILITY AGENCIES. OROS. CR ANY PERSON OR CORANY WHO CERATES ANY PART Cr TIE DISTRICT WATER 45' ADVISE REM Cr 116 PROPOSED TARROVENENTS Ik0 EEAR TIE OAT OF RELOCATIO.. IF SYAEM IMMO PROPER AUTHERIZATION.

O. FO MCRE nuN 70 EOUIVAIENT 0/EU-ING UNITS CAN BE ON AN UNCOPED SYSTEM. 7-P 32' 12. ALL TELEVISION SEIRVICES WITHIN THIS PROJECT ARE - LINERGROUTO INSTALATIONS. 4 FCR .ISED WOTAN LOCATICN OF CABLES AAD APARTENIANCES CONTACT COX COMMICATIONS. 10.16 MORE TIAN 1,520 rirr Cr .IN SALL EE IN USE WITHOUT LOOPING TO A SL-000 13.11901140E (619) .2 - 4.9 SOURCE. TIE WATER .IN SMAL OE DESIRED AM INSTALLED SO THAT IT TERAINDES AT A LOT LIFE AND MT WITHIN A LOT CR 011.6. AIAROVED BY TIE OTAT WATER s• 1E' I s• 14. MIER saRas AND RUNS ŒRVI. Attui LIGHTS SHAL EE SPIN 04 lW •ASOUILT- DISTRICT. NERCO.. MARINA. ALL SOUMSS SALL IA LOCATED WITHIN TIE DEDICATED 131 DEMON nrtoual BROM( RIGHT-Cr•AY. CR CRON EASETENTS OEDICATE0 TO RE CONTY OF SAN DIEGO. 11. THMAT BLOCK S1211. ASSUITES A SOIL REARING CAPACITY OF 1500 FSF. %AULD FIELO Ulf unc LA. CONOITICNS DEDICATE A LESSER SOIL BEAR,. CAP.ITY, NOT, TFE OTAT WATER 15.10 PAVING SHALL EE CONE MEL AISTING POWER POLES ATE RELOCATED CASTLE 11E AREAS DISTRICT. 0011.601115 OEPAPTIENT, PUBLIC SEIRVICES. TO EC PAVED. IUI 12. TIE TOP Cr PCOABLE WATER MAINS 12-INDES IN DIASETER sull ER MAT BE 3.5 FEET 16. PRIVATE ROAD MACRAE. SOWN I.E. ARE rax COIN". OFFICIALS SIGMA. IEFECH E10.011 FINISED MADE, PIPELINES IAST EE TIE CLASS AS SAWN MO CONSTRUCTED DOES NOT MAMIE. APPROVAL CR RESPONSIBILITY OF ANY KITO FCR lW CCM. OR ACCCRDING TO TIE APPROVED PLANS WI. A 1021ZONTA. TOLORANCE Cr 0.15 FEET AM A ONSTRXTION Cr RESE PRI.. INTROVENENIS. (IF APPLICABLE) VORTICAL M.o. Cr 0.10 FEET,

13. EVERY RESIDENTIAL LOT NEST BE SERVED BY A 1-1101 OM. ŒRVICE (WAS MG WS-01). AL OTNER LOTS MAT BE SER. WI. A MINDEN 2-1N01 OAPER SERV. (WAS MO WS-02). CATHODIC PROTECTION MILL FE REQUIRED CFI AL EXIST!. 12- ACP EXISTING IA TER CORRER .RVICES (WAS 016 EC-17). ADDITIONALLY. AU. SAONIFICIAL WATER MAIN HI. PFESSURE NIXES SHALL BE TESTED FCR MONTI. A. A TEPORT ISSUED BY RE GAS LINE CEVELOPERS CORROSION ENGINEFA. SON. 9011_ BE A MINIMUM 2.0 FEET AWAY FAO( 011011 SADCLES AND OR JOINTS. ALTIPLE SACCLES . lW SAE PIPE LENGTH SNELL EE ALTERNATELY STAGOAEO 10 TO 30 EEGIEES TO SWEETWATER SPRINGS BLVD PREVENT A WAX aAtE IN RE PIPE. 106 STA 14+00 TO 17+00 14. FOR CMECTIONS TD EXISTING WATER MAI.. ALL WET TAP CLNECTICFS TO EXISTING PIPELINES, A.. FOR .I0.11. EXTENSION OR .RVICE LATERALS, SHILL EE PERFORTED BY TIE DISTRICT, RC CONTRACTOR SALL FURNI. T. TAPPING SLEEVE OR TEE. VALVES NO ALL ORER IAATERIALS AS CALLED FOR IN TIE WATER MAMA STANOAMS, htly //w..•41...cmg/. STANDARD MCIFICATIONS SECTION, IN AMMAN. WITH TIE APPROVED MATERIALS LIST. TIE CENTRACTOR .AU_ PROVIDE ALL ECUIPMENT. UEICR AND TRAFFIC OXITRCI. REQUIRED FOR TIE EXCAVATION AND I.TALATION Cr RE EMELT,. IN.160. BUT NOT LIMITED TO EXCAVATION BT FR MACHETE. PDAING OF TT-RUST AND AMER 010CS, INSTALLATION Cr GATE CASI.. PAINOING AM WRAPPING Or FITTIFCS. 0106ILL AN) CONPACTION Or TREM1 AREA AN, PAVEM0 REPLACEIENT.

15. A MINIMA OF 24-IMES lC PERMANENT BACKFILL SHALL BE INSTALLED OVER 1TE wA1ER .IN PRIOR TO ANY TESTING. NAL O COUNTY NOTE PRIVATE CONTRACT COUNTY OF SAN DAC. 2 THESE PANS NAVE BEEN REDD. DEPARTMENT OF PUBLIC WORKS FOR DOOM PURPOSES ONLY. 20 AS-BUILT NOTES. ABBREVIATIONS. AND CROSS SECTIONS FOR. NTERNATI I

BY REVISIONS ACPTD BENCH MARK OTAY WATER DISTRICT SWEETWATER PLACE

SIGNATURE OATE KER PROJECT / COSS0-035.383 CALIFORNIA COORDINATE INDEX 20E-1779 DESCRIPTOR- glaSI00 .sgueeca0 .11/1/1=126L59.M. BA OF HEADwALL ON JAEAMA BL.. PRINTED NAME LICENSE NO. LOCATOR OS MILES usr or SWEETWATER SPRINGS BLVD PEWIT l 0E0-19-005 PE 550 1970

RECORD FROM. HAEL RENISTRATON EATTRATION OFSOPLINE REASIVE0 ST GARYLew. OATH 1211,_/ P0SE016-.LOPIIP-60031 ELEVATOR- 491.535 DADA USU. 7.7 Yd IC M D0958-090383 DEV-19-005

MV 1\. LLI lI \ --- 1 - rt.Tr- _

Ldp

I I I - ' --, _ - _ '-R, • _ = • \4_ - ‘. ‘,\ — py131.1C) • _ • ,

INSPECTION NOTE: OTAT UIER DIS1RICI wan. WEL Er WIPED FIVE (5) MING DAYS PRIER TO RE START LE COIS1RUCTION AT 619-570-2M . ILL WM MEWED 91110J1 00ATIT 11CPECIIO4 5004. 1E 'Matt ID REXETIOI

INDEX MAP

60 30 O 60 120 180

SCAM I••60•

COUNTY NOTE PRIVATE CONTRACT cautery or vot CCCO 23 THESE PUNS NAVE BEEN RENEWED OF PUBUC WOWS swas FOR BONDING PURPOSES ONL, 74' DEPARTMENT AS-BUILT INDEX MAP FOR:

BY REVISIONS ACPTD BENCH MARK OTAY WATER DISTRICT SWEETWATER PLACE SIONAIIRE DATE DESCRIPTIOW EVISE1FT1 SOW,' 9 THE NORTHWEST CORNER PROJECT I D09,8-091,363 CALIFORNIA COORDINATE INDEX: 2o2- 1010 0, HEADWALL ON 0.14.1. BLVD PRINTED NAME UCENSE MO. LOCATON. 0.5 ALS EAST OF SBEFIWATTR SPRINGS MVO PERMIT 0,-19-006 PZ 850 J RECORD FROM. 1970 "roe PLAN P. REPS-RUBOR UP1RATOR DISCIPLINE REVIWED sr alwe.1_- DATE 7/rik P0S2016 - 60051 arvelott 411 913 DATUM: ' ,SDKS

00958-090383 DEV- 19- 005

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IMPROVEMENT PLAN(S)

GENERAL NOTES LEGAL DESCRIPTION WORK TO BE DONE

1. A PERROT SHALL EE OBTAINED FROA TIE COUNTY COMMENT OP RIB.. EMS FOR Ott 0901 MUM Or LOTS 11 SWEETWATER SWINGS. COADY Cr SAN DIEGo. STATE OF IMEROVOIRITS CONSIST Cr DE ONSTRCTION Cr S. SIDER... CURB WITHIN DE JTRET RIGHT-of -I1AT. CALIFORNIA ARMING TO IMP NO. 575, RE03RDEO JANT1.1. 11, 1889. MOIRE, Cm 00 %IMO, APO TIE INSTALLER.. WATER. FIRE. MO SEVER SWEETWATER PEACE SERVICES ARMING TO DESE PLANS, DE ELROD SAN DIEGO COLE, 2. DE sTRucTuRAL SECTION SHALL EE IN ACOORDANCE RI. SAN DIEGO co.= STARA. AND ORANGE OWNER'S CERTIFICATE IXWORTIENT. RELIC WORM SCRAM SPECIFICATIONS AM SPECIAL PROUST°. . APPROVED En DE mARRIALS L.ORATERY. COUNTY FOR INCOME. OF 9,R-01VISI9V STREETS OPO STANDAR REF... [PARINGS. 3. APPROCL cr 13ESE OPROVELENT PLANS AS SNOW RCS NOT =STITT/Tr APPROVAL cr ANT IT IS AGREED THAT FIELD OSOITIcEs RAT RE0DIRE CFLANCE5 TO DEM PLANS• LEGEND RESTRUCTIO4 OUTSIDE DE PRIECT BOLEDARY. IT IS RRTER AGREED THAT DE orNER (DEVELOPER) ROLL HAVE A REGISTERED Civil. 11. STROAR) DRAWING/DETAIL 5111O. STREET RIGIE-OF-WAT SHALL BE CONSTRUCTED. ENGINEER MAKE SUM CHARM, ALIERNATIŒR OR AosiTloos To DESE PLANS DITCH DE PRCPERTY BOUPOARY 4. ALL LIGERGROM UTILITIES WITHIN 73E ',VECTOR Cr RELIC WORLs OETIoNINEs ARE TECESSARy AM DESIRABLE FOR DE PROPER =NEMO AM TESTIO, PRIOR TO CGESTRucTioN oF 04055 MOTOR PM P.m. COPEETIONS Cr DE DOROVEMENTS. RIGHT OF WAY L. EAcoluEs 940114 EN I S. TR EXIST.. PPM LOCATION OF EXISTING INCERGRENNO DUE PLANS HERE. AGREE TO COWEN. WM col AM IMPROVER.. SHORN 01 DESE PLANS WITHIN DELUSIVE UM AGEA WM WADED Pr A SEARCH Cr TIE AVAIL.. RECORDS TO DE EEST Cr OR 1001LOXE, DOMING =WY RIOTI-47-11. WITHIN BO DAIS AFTER ISSUANCE Cr RE CO.TRETION PERMIT DERE APE ND OTHER 940124 COSTING FACILITIES EXCEPT SHONN CN DESE RATE. AND TO PURSUE 9.01 WM ACTIVELY ON EVERY NMAL MENG DAy WEIL COOLETIED. FINISH CONTOUR HOWEVER, DE COORACTOR IS REouIRED To TAKE PRECAUTIONARY LEARRES TO PROTECT ANy !RESPECTIVE MO INCEPENOENT OF ANT OFFER woRK As:DE.7ED PROECT OR MEN COSTING FACILITY SHOWN FERECN Aro ANY OTHER WHICH TS NOT Cr RECORD OR NOT Rom 0.11 FIR. GRADE RUA,. 1G 10 25 CE TER PLANS. DATE DAYLIGHT LITE B. LOCATION MD ELEVATOR OF INEROVELENTS TO SE LET BY WM. TO FE OM, SHALL BE PRIOR TO CONSTRETIGN Er IOW MP. CONTRACTOR ASsEssoR S PARCEL NO. 505-231-35 =FIRMED EN FIELD LEASUREMENTS PRCP AC PAVING MUM@ MAKE EXPLORATORY EXCAVACC115 MO LOCATE RESTING 0.01010.13 F.ILITIES NOE /0 I.E COASTAL NC. SIFFICIENTLY MEAD OF COOTINETION TO PEROT IEVISIONS TO RAM IF FEvISIONS IRE PRCP DETAIL® wassoar MCRAE Er ACTUAL LOCATION OF EXIST. FACILITIES. ADM. B915 MIRA 'ESA ELVD. SIJIR IOC CONCRETE WALKWAY PAVING (P.) I SIN DIEGO, CA 92131 7. DE RETRACTOR SHALL 1•43TI. TR SAN 01E03 GAs APO ELECTRIC CO.. PRIOR To PRP PEDESTRIAN RAM, (PVT) DETAILED/0S-21C CM 4tZIR:1, MARTI. WM WA COMPANY FACILITIES AND sTRAU_ COORDINATE HIS/100 KIRK WI. mop RoLLEO cum AND GLITTER )NT) DETAIL ®/G-02 =PON RORESENTATIVES. Rose (wel-1177-4747 NoTICS ALL ELECTRINAT ANO GAS sERvIcEs C.IN .15 PROJECT ARE curoffensto pRoP 00111101101, 510 INSTALLATICES E PR LOCATICES Cr ELECTRICAL CARES MO GAS lop. AND MARRO C.M-TRAMS AZor lllllllllIll APRRTERAN•CIES CCETACT TIE SAN DIEGO GAS ANO 0-EC1RIC =PAW. BASIS OF BEARINGS PROP PAWING SPAR lo I =ONO PRIOR TO STARTING WM TEAR ITE BASIS OF evainc FOR DITS SURVEY IS THE sAN OLE. ROM FEN TILE TETIIMX USING R. TIE CONTRACTOR SHALL NOTIFY ART TELEPHEYE CALIFORNIA COoRDINATE PROP TRUOATE0 COES .30 COCAIN FACILITIES AND 90L1. GOMINATED EISA. WM WI. =PANT SYSTEM 53. ZONE 8. RAD 83. EPC01 NER52032. C.5 MM.. (PVT) CERRO/ED LoGALLY 11 A LITE FETWEIDI OCETINLOO Gum, POSITIONING SYSTEMS (R.) RTRESENTATIVES. -FR. SUER sp-o2 KRIM IELERENE SERVICES 111.10 THIS PROECT ARE ELINCER.1010 INSTALLATIONS.T ANDOR 00111900 OPERATING REFERENCE STATICN (COM) P472 CAR ELLIOT ATV 1473 unix Ow) 191 OF CABLES MO APPLRIENANCIES CONTACT ATV TELERONE =PANE JAN.O.A EEING .9 •42•24-E AS DERIVED FROM GEODETIC VALLES PUBLISHED Or DE CALIFoRNIA LOCATICES PROP SETER SS-03, 93-01 TELEPOE (510) 045-2929 SPATIAL REFER.. ODDER (=C) MO/. HATIoNAL GEODETIC SRL. )11.), RESPECTIvELY LATERAL (PO) SS-01. MO ICE. ALL DE REOUIRETENTS Cr TR CALIFORNIA RELIC RESOURCES ME. 9. IT 91ALL EE DE FERCESIBILITY OF DE CENELCPER TO =TACT DE UTILITY AGENCIES. FRP RATER WON (EXT) ADVIsE ROA OF DE PROPOS. orRovERENTs AN, BEAR TFE 0351 OF RELCCATIONS. IF PROJECT LOCATION MAP PROJECT ENGINEERS NOTE TO CONTRACTOR mop Flit MAIN (PVT) DE LOCATIONS OF ME .13091Œ110 STRUCTURES AS Dim cE TEM PLANS HAVE BEEN PRP FIRE LAWN_ (PVT) 10. ALL. TELEVISION SERVICES 111.114 ThlS pROJECT ARE "LNDERGROM INSTALLATIM.. 191 MONUMENTATION GENERAL NOTE CORD. PIOIA AVAILARE RECORDS APO IN SHOR FOR DE BENEFIT Cr THE CONITRACTOR. TW LOCATION Cr CARES 0213 APRIRTRUNCES ONTACT COX 0.010XATC01IOIS. RETRACTOR BOLL TAR ALL TECEmART PRECAUTION.. 1.90RES TO pROTECT AU. M.- FROP SEINER RIR •1E 43.02O11 (PVT) SC-01 9 TELEROEL ROC 592-4049 TW 03NTRAcToR 531011. BE REEPREIELE TO LOCATE MO mcnrcr AU. =v. MEM MOM OR ORME. STRUCTURES WIEDER .0111 91 NOT EN DESE DRAWINGS. WHAENTS. %TETT. swot CO DESE PI_ANS CP WT. WITHIN DE PROJECT AREA. ALL SURNEY 11.POWER 51E00,5 MO RIMS SERV(NG STREET LICH15 SHALL BE 510121 91 w3NAENTS, GETTER FOR HORIZONTAL OR VERTICAL RETRO_ THAT 114_ CR COULD DE PROP SFR. RAMC. (PVT) 9001. 90-03. 9004. 94-05 O IIPROVERIEr MANIACS. ALL SOURCES 94Au. BE LOCATED WITHIN TIE DEDICATED DISTIL.. CR RETENED BY TR WITRACTOR. CR HIS EICLOYEES, AGENTS, SEGGOIRACTORS. PDS ENVIRONMENTAL NOTES RIGHT-cr-ny. CP TETON EASELENTS DEDICATED TO DE COE. OF SON 131.3. =MEANT OR LICENMES. DULL BE LOCATED PRIOR TO MIR DISTMED OR Moo. 1.1.0 PROP GATE VALVE (PVT) TE-01 REPLACED oR REsET, IN NODORDANCE WITH DE CALIFIRON 11151/.5 & PROFESSORS ME NOTICE, TIE ISSUANCE Cr THIS PERCT/APPRovAL Ely DE co.ny or SAN DIEGO 00E5 NOT 12.10 PAVING SHALL FEE WE IRBIL EXISTING POWER PCLES OSE RELOCATED OUTSIDE TIE AREAS METIER 877103), AT DE =TRACTOR'S SOLE GRAN, 1.200 DE SLPERVISION OF A AUTORIM MIS APPLICANT FOR .ID PEROT/APPROVAL To .0.AR ANY FEDERAL. STATE. CO mom F. ROOM (PW) WE-02 I)0:1 To EE PAVED. LICENSED LAND SURVEYOR OR REGISTERED CIVIL ENGINEER AU11.1120, TO PRACTICE LAND CClefOl LARS, CRODINCES. REOLATIM, OR POLICIES INCLUTING, BLIT NOT LIMITED To, OE SuRvETING IN DE sTATE Cr CALIFORNIA. IN ADDITI.. A REMO Cr SLIMY CR CORNER FEDERAL ENDANGERED SPECIES ACT MO MO 02.401E/ETS NKr RETAINING W._ (PER OWING R.) IWICAM,MIL:=O110 13. PRIVATE ROAD ILIPROVEIENT AWN IEREMI 0W RR COLN, OFFICIALS SIGNATURE ICE. MORD, As APPLICABLE. 91ALL BE FILED MOOR RECORCED. IN ACCORDALCE WITH TILE RES NOT COETITUTE APPROVAL OR RESPONSIBILITY Or MT KIM FOR TIE DESIGN CR PROVISICES OF SAID ME. MCP STEEN CRAIN LINE (PM (Rom RAO CCESTRETION Cr 1100 PRIVATE IIPROVEMENTS. (IP APPLICABLE) TOPOGRAPHY SOURCE PROP STOW CRAIN 0.EANEUT WER Gum. FLANO STORMWATER STRUCTURAL POL UTANT CONTROL AND RECO J. L.G t ASSOC. PRIVATE SEWER COLLECTION SYSTEM CERTIFICATE HYDROMODIFICATION CONTROL BMP'S 2832 CLOUT ARNE, 91I1E E PROP STORM DRAIN CATCH BASIN (PM GRADING RAN) AND DECLARATION OF RESPONSIBLE CHARGE TUSTIN. CALIFORIA 928/50 IRORENPACE ...... pHoc (714) 632-2077 PROP sTORTA MAIN ORB INLET (PER GRADING RAN) DESCRIPOCII OPE R. 9121 . 1.0. I PREPOPI 1 HEIE. DECLARE THAT I Am DE ENGINEER cr Raw FOR .15 PRO.ECO. THAT I HAvE GROW POOPOJCt I WORK ORDER 425se EX RICHT Cr WAY LINE EXETER. RESPONSIBLE WARM OvER TIE MI. OF DE PROJECT AS DEFINED IN BIPITOMIN WITIO.II LICOMAIM LW I itO_OpOL.._,.., A , DEM OP FHOTOCRAFTW FEBRUARY 15. SECTION 6703 CE Tt BRITESS AND PROFESSIONS COM. MD TNT DE DESIGN IS BICFILMOWN 111111 PARTIAL FOOPOPH JZAIRRAJO 10C100 OW 4 _oppop,V.o....y. E.033Z01 U1363,5L, 2013 _ . CONDOR INTERN. l • EX CONTCUR CONSISTENT WITH °RENT SEAWARDS. lOOPILTRATIOI PIM MOO OPORICN tecarraliantum DO PRAPROO .---LIO-.3 1 209-013.42..

AM CRILMOID4 IT IR opToeVETI5DIDG- LNEDER4IN MO= au SIOOV0.p&- IP-4 2 2018-00052

EX ELEVATIoN ROERSTATO TEAT TIE OE. or PROLEGT ...GS AND SPECIFICATIONS SICFILMATIOV OM MOLL frIDITIVI MOOR. WOAD LW 5 - j39.0C/RAV 84,-1 2 201PO06352 SHEET INDEX 02 '91fl

.131611.)1070irThe PiRTIAL 11775al00'r1200ORON I0JlLOi- -1 Gavgjuf__JA_P-A_ 1 .., COUNTY Cr SAN DIEGO IS CMINED TO A 'REVIEW OILY MO RES NOT RELIEVE NE, AS EX FIRE HYDRANT

10 ENGINE. GE WM. Cr WY RESPONSIBILITIES FCR PRECT CESION. TITLE SHEET

9 DETAIL SHEET IR WATER VALVE CROSS sECTIONS AMR Of MIER 15 =ERUCTED, I WILL PROVIDE DE COM, OF SAN DIEGO WITH ABBREVIATIONS

/201 PRIVATE STREET INFROVETENT DC. IMP A WITOO.Ol9.E OOI0Tll0V LAMED CONITRAcT RCM RAN. 91 RS-BJ1LT PLAN • pRIVATE /8 STREET OPRoVEIENIT PLAN 5-1E1 AC 0.11ALT FLOW LINE S MIER 7 ,1'1".4.1.7.TTmurez.°V,111'.:Nfr...FrvisIrL,TI° =7L7'°. CROSS GUTTER DETAILS 19-20 BEG BEGIN FINISH AMA. so STORM CRAIN DOIE 7/W1. CURB RETURN FROF1LES at-22 CL CENTER LIR CRAM ERE. soco STOMA ORIN REANOUT JA , 77445 PRIVATE P. MD WATER INCL. VIP 23 OM =COMER GETERAL uTILTET EASENENT sco(E SAN DIEGO GAS !ELECTRIC FRINGE FIRE ANO BVICR INFRONEIENT PLAN 24-28 MP CALMAR STANDARD PL. 0101 POINT =MD SAN 01E0J MGT.:AL STANDAR CROWING MICHAEL BAKER IMIEFEATIONI. PRIVATE MR. I100 MAP ELEV ELEVATION IE Tow. ELEVATE. 9E1 SEWER MANICLE ORŒSS PRIVATE SERER PLAN ANO PRoFILE 30-43 MMT EASEmarr LT LEFT Tc TOP Cr cuRB 9755 GLAIRENCOR !ESA BOULEVARD SAN DIE. CA 97124 EUA EXCLUSRE usE AREA NES NoT To SCME Tr TCP OF FOOT,. 4.10TE, FOR EROSION =RR. R_AN, sEE EX EXISTING pRop PRoPMED TG TCP oRnim GILDING RAH P9S2016-LOGRAJ-30095 F FIRE SERV. PVT PRIVATE ToP oF RALE INSPECTION BYL MOM Michael Baker Fr FIN. ROM RC RELATIVE CORAcoloo RP TYPICAL RT wr WATER SEMITE RECUIREEL TES FG FINT. GRAM moo INTERNATIONAL RI FIR HYDRANT 1/1 RIGHT cr RAY DE COuNTY IS NIT LIFFLE RR DE RESIGN IN MORAY, REVIEWED FoR CLARITT SITE ADDRESS PDS ENVIRONMENTAL REVIEW OWNERS CERTIFICATE THAT IRE PREATE RoAo ImPRowpris DIGIALERT 0 AS SHOW ONINIS KAN soisors THE noon- 1010011011 Cr PIR.10 EMS 207 .171.11314 SPRINGS ELAN APPRovED NWRoNmEIDAL IT is .REED nor FIELD coNICONS Lbw REWIRE .ANG. To THEsE PLANs.

OIAL TOLL FREE RENEW, 500 GDR A EFTS. IT IS FLIRTHER AGRICEI, THAT TIE 0.4. (DENELOP.) sNALL DANE A RE... OR 1RV*lflio MAR SUCH CHANGES ALTER-

CA 91978 4- SW. VALLEY -800, 227- 2600 APPRov03 ATIONS OR ADDMONS TO THEsE PLAN. wri. THE ',RECTOR OF PUCE wORKs 0E1E5IE0E5 ARE NEM.. AND DESIRABLE pcs, 7A-A D4E PIETER CO/ABLLourts 81 AT OF TRE IMPROX.ENTS. LEAST TWO DAM DAM R.C.E. th/vil ROVER .REE TO CONNENRE woRK AMY IMPROVER.. s.veN oN DiEsE MANS WREN COMING COUNTY RIGHT-OF-WAY WHIN 60 DATs AFTER IssuANcE of TIE coNSTRucnow pow NO To puRsor SUCH wORK ACTWELT oN ERRE NOR., INSPECT. By: RORRAG DAY MO. COmPLETTD.

ENGINEER OF WORK LEGAL DESCRIPTION SAN MIGUEL FIRE DISTRICT 18581 0 ENGINEER of voRK OWEER/PERIOTEE OT.ER, KB HOC COASTAL NC ROW NO 15551 877-4267 CD COUNTY NATAL JAY H WINNE 9.5 TARA 10WA lJJS. 51,117041N1 DIEGO CA 92131 PORTION LoTS swEETWATER SPRINGs. cowry 2PPROvAL.76;42fi B.4.40/0.e.d .1,REss• sEcuRrry MORE No. 16551 614-5000 Of SC CEGO. STATE OP MEM. ACCORD. To /4114111row= DATE rA).. z. APR 505-231-36 RLIAINIAD JANUARY / TE .P NO. 576. 11, 1.9 OYES .DREss- 973,5 Immo. OE. Nun PERMITS PRIVATE CONTRACT Soo °Roo.. 02124 ASSESSORS P.CEL NO. 505-231-36 RIVA RENEWED FoR UNDSMRE POS7016-1P-16-079 COW, OF SAN DEGO NATIONAL

AP 43 COUNTY POISIS 1, OATS 124D) DECLARATION OF RESPONSIBLE SAN DIEGO COUNTY APPROVED CHANGES WPRovENNT PERMIT NO POS2016-LDRIP-60031 DEPART/041 or PUBLIC WORKS \0 AFFRENED NO. DEUR FOR WRENN P. MORGAN co.ITY DOWER CHARGE SANITATION DISTRICT DEscRNETIoN DATE TENTATIvE OPP TITLE SHEET FOR: INTER

A:0 CRAONG Immo No PDS...DODO-30095 DERARTMEHT OF PUBUC WORKS SPRING VALLEY \L SERVICE AREA SWEETWATER PLACE BENCH MARK RECORD PLAN COORIVO 4.1,1 \ DOICRIPTTON.g951a atlE 131 11111TREST CORNIER CAUFORIA COORDINATE INDEX 202-1779 41 To...1273 E7 NAN. w , , RAKER 1527 VICINITY MAP R.C.E. 2- 14 Loudon. 0.5 RIM EAST Of WEER.. SPRINGS 11013 DATE RECORD FROG 1970 1, '''."01.417.- ao v.1, Two yEABS FROLA DATE FIEVATION 491 938 DARN 4508511 MICHAEL

IMPROVEMENT PLANISI

4. AC PAVING

CONOCTE PAVING PER PLAN *ERE APPLICABLE ;770"40,- • II S. 114.135 0110611SE SPECIFIC') ,,O. PAVEIENT SECTI. PER SOILS EICIICOL R„. MOW MD RECOLITACT 2. CP SOIL SUB.., BLLOW FECCIPACT 2. CP SOIL ararsOnr, emus (TOL AGGREGATE BASE, MR MOTU:HNC& REP:MEI:OATH/C. ROCVE MD ACEREGATE BASE. PER GEOTECTILICAL WOOLGOCARIENS, -6 R LLCM or SHALL BE COPPACIED TO BOX RC, MO TIE BE 051 RC. LOVER 12. SIMI EC DETRACTED TO SOX RC. 010 TC ELEVATE. PT. LPPER or SOIL BE COPACTED TO UPPER 12. SMALL EC CMPACTED TO 95X RC. ON ROUE — -- NOTE SEE COCRAL NOTE 2, SFEEI 1. 2. BEARDED RATE JOIN) 0/SS 2 ACCRECATE BME • AF PAVEMENT SECTION (PVT) CONCRETE SIDEWALK PAVEMENT SECTION (PVT) PEIG NOTES: 0 TRAVERSE WORDCLI 0.NC JOINT I. CURB MC GUTTER SHALL CC POURED ILIOLITHIC. a. CUM. GUTTER ono SIDEWALK CAN BE POURS" MONECITI1IC AT TIC DISCRETION OF LTIE CIENTRACTCR. 3. CURB ATO GUTTER SHALL BE CCUSTRUCTED CF 56O-C-3250 COCRETE. 4, SIDEWALK IF POARED SEPARATELY MAY EE CONSTRUCTED OT 520.C-2500. S. SIECRALK SHALL RECEIVE A LEDIUM BROOM FINI..

RIBBON GUTTER (PVT) ROLLED CURB AND GUTTER (MODIFIED) (PVT) ()

6. CONCRETE CURB PER SOW 0-01

3. BIN OF '''''ESSTOP TO FACE OF WALL

J. YIN. FETAINITC WALL PER GRADINC PLANS PRECAST COCRETE POS2015-LOOM-10095 WNEEL. STOP ROLLED CURB TO CURB AND GUTTER TRANSITION (MODIFIED) (PVT) 0° TO 6 CURB TRANSITION (PVT) /3 BARS os. PAVIDENT FIER 0 0 DETAIL 1 .15 STEET

ar BAR AT EACH DP ,.4‹, EPDXY COAT REBAR PRIOR Te..2(.2,,..1.1Ty TO INSTALLATION

PRE-CAST CONCRETE WHEEL STOP DETAIL 6. CONCRETE CURB PER SORSD 0-01 0 10. ID.

45. BEND (OP.) INSTALL IMNUAL AIR CERT, OUT THE PRIVATE ROAD IMPROVEKNYS OS RELEASE VALVE PER SHOWN ON THIS PIAN SATISFIES DC REQUIREMENTS M CORD ILL-01 \ / STATED IN hi NM xancE OF APPROVAL FOR TN _5atie_ WATER/FIRE LITE AND THE FOR PRIVATE STREETS.

55 ea0 (111..) DATE: .7./ Z5/ 7 15. mho (rn..) TP ELEV. 45. BEV (TUT.) PER FIAN INSPECTION BY: 0tVflORtOC OF WORK

INSTALL 13.011-OFF VALVE El COME 5000 PER SORB, M-01 4- SECURITY REQUIRED: PEDESTRIAN RAMP (PVT) WATER/FIRE LINE DIP DETAIL &TB 81 NM. 0 11.1, 0 El NO 1TE COUR, IS NOT ROJABLE FOR THE DESIGN IN ANT 858)

LIO.T_JZEVIEWED Fry ONLY. ( E , . TE• FILVINPEP .----PE744/0=14 .WOCVS' )

PRIVATE CONTRACT

WIT 43 COUNTY APPROVED CHANGES 2 .P=0"" g`;=TT.. l SHEETS RNATIONAL NO. DESORPTION DATE DETAIL SHEET FOR: INTE SWEETWATER PLACE BENCH MARK RECORD PLAN D.CRIPTION- CIIISEILD SQUARE IN TNE NORTHWEST CORNER CAUFORNIA COORDINATE !NOE% 202-1770 Nme OF HEADWALL ON "MUCHA BLVD. BAKER 10.00N. 05 MIES EAST OF SWEETWATER SPRINGS BLVD, Michael Baker R C.0 RECORD FROM 1990 .o.rommer RA, DATE HAEL POS2016-LEALIIP-60027 )NTERNATIONAL ELEVATION 491 93)1 omoy. MIC

IMPROVEMENT PLAN(S)

40. DELERAL UTILITY FAT-ILLIT 36. GEIER, UTILITY EASEMENT 44' COOL, UTILITY EASEMENT . • PRIVATE SCREEN WALL PER 6: LANDSCAPE TWANS I PC62016-LP-16-079

ROLLED CURD It GUTTER e CIAIS PER SCR. 0-01 O SHEET 2 03131ETE SIDEMALIC ROLLED CUTS & GUTTER PER CETAIL RGELED OM 2 GUTTER PER DETAIL SEET 2 RCLLED ORB It GUTTER AC PAVING PER PER CETAIL 4 SHEET 2 AC PAVING PER PER DETAIL 4 SHEET 2 PER DETAIL 4 SLEET 2 C.113 PER SORSO 0-0 DETAIL I SHEET 2 10. PVC FIFE DETAIL 1 9.IEET 2 C PAVING PER RIBEEN GUTTER DETAIL 1 SNEET 2 ff. Fry, 10' PVC FIRE PER DETAIL 3 SHEET 2 6- PVC SEWER FIRE V PVC RATON TO- PVC 6' PVC DATER PVC SERER

SWEET SPRINGS DR VE,HUBERT DRIVE, GRIFFING DRIVE, BUSCH STREET SECTION & ENSWORTH WAY SECTION NILS RHODES LANE - PARALLEL PARKING SECTION 0 0 N.T.6

44 GOER. UTILITY EASEMENT 40' GENERAL UTILITY EASEIENT 40. CEAERAL UTILITY EASEMENT

I 10. IV r t CONCFETE SICENALK 03NCRETE SIDEWALK ROLLED CURB ft GUTTER 4- CCNCRETE SIDEWALK REELED 03. 2 CUTTER RO-LED ORB It CUTTER PER CETAIL 2 SHEET 2 PER CETAIL 2 STEET 2 PER CETAIL 4 SHEET 2 PER DETAIL 2 SLEET 2 PER DETAIL 4 REET 2 PER DETAIL 4 SKEET 2 FELLED CU. k GUTTER AC AC ROULED CURB GUTTER 10- PVC PAVING PER TOT PVC rl PAVING PER 10' PVC FITE PER DETAIL 4 SIEET 2 PER DETAIL 4 SIEET 2 rt. CETAIL 1 SLEET 2 LETA. l STEC, 2 PVC WATER 6" PVC WATER AC PAVING PER DETAIL 1 STEET 2 6' PVC WATER V PVC SEWER ET' PVC SEWER ST PVC SLIER

RHODES LANE AND ENSWORTH WAY - PARALLEL PARKING SECTION NTS PORTER TERRACE SECTLON ENSWORTH WAY AND BUSCH STREET SECTION 0 0 NTS.

46' GELERAL UTILITY EASEMENT

36' ODER. UTILITY FAMOWNT 36. GENERAL UTILITY EASIDENT

24' O. 24 . W. I PRIVATE SCREEN WALL 4' t• I' 1l 4 PER LANDSCAPE PLANS I I POS.2016-LP-T6-0. I CERTIFY TKO THE ORNATE ROAD IMPROVEMENTS . I TM 2. SHOWN ON THIS PLAN SATISFIES THE REWIRED... r STATED IN THE NM. NOTICE OF APPROVAL FOR TM ...5.565._ AND THE STAN FOR PRIVATE hart.,

e CMCINETE 4- CCDERETE SIDEWALK ROW. OAS k CUTTER ROLLED CMS GUTTER DATE lArA PER DETAIL 2 SHEET 2 PER DETAIL 4 SFEET 2 PER DETAIL 2 SLEET 2 PER GETAIL 4 SFEET 2 NcE R.LED OERET GUTTER . PAVING PER AC PADRE PER OWERETE SIDON. PER CETAIL 4 SHIEU 2 6. PVC WATER V PVC WATER INSPECTION BY: CETAIL 1 STEET 2 CETAIL 1 SHEET 2 10T PVC rIRE TOT PVC rIFE CI ENGINEER OF IITRK GUTTER ROLLED ORB I2 10' PVC FIFE 6. PVC SEWER PVC SONY SCOLTHIN PER DETAIL 4 SIEET 2 e V PVC WATER AC RAVI. POO 54 - RCP ST0.1 MAIN SECURITY REQUIRED CETAIL 1 SLEET 2 PER GRADING MANS EV. POS2016-LOGRIU-30.5 000 e PVC .MER THE COUNTY LS NOT R.IABLE FOR THE DESIGN TN ANY

.....-60.GOLLA31 P. MORGAN. COAT ENOTTEER DEPART.. Or PUBLIC WORKS BUSCH STREET - PARALLEL PARKING SECTION RAMUNDO WAY SECTION RHODES LANE SECTION ® WES 0 NJ5. PRIVATE CONTRACT myr couxtr 2; SW INE2 Ag COUNTY APPROVED CHANGES ,,,,ORISAUIT ,,,,s . CROSS SECTIONS FOR: NO, DESCRIPEON DATE '±- SWEETWATER PLACE BENCH MARK it RECORD PLAN M OESOOPTION. NICE, TT vE MP, IN THE NORTHWEST CORRER CAUFORNIA COORDINATE INOCT 202-1779 DC OF HEADWALL ON AAMACHA BLvD. Mom 0.1 WIN LOCATION. OS MILES EAST Or SWEETWATER SPRINGS BLVD Michael Baker PIV/O.NILCON GATE. RECORD IRON 1970 POS2016-LITUTP-50027 INTERNATIONAL ELEVATION. 491 936 pAyuu. usu.. :7=7_

IMPROVEMENT PLAN(S)

wER577,7 -

0,f.04.11

I CERTIFY TUT THE PIEVATE ROAD IMPROVEMENTS AS SHOWN ON THIS P. SATISFIIM ME REQUITEMENT'S AS STATED IN THE FINAL NOME OF APPROVAL FOR M PRIVATE STREET IMPROVEMENT INDEX MAP AND THE ST R PRMATE STREETS. • SCALE: 1,5c, 7A3-M, R.C.E INSPECTION BYT ENGINEER OF WORE

El COMMIT 5000 4. smram REMERED: yEs 61 0 N. THE COUNTY IS NOT REUABLEZ THE DESIGN IN ANY 581

A 18 P- I lus

-----M 4L'ATRENT " VAITZAs ""'" NAL

PRIVATE CONTRACT TIO A

THELT COUNTY OF SAN DIEGO I 43 N PEE% tee COUNTY APPROVED CHANGES 4 DEPARTMENT OF PUBUC WORKS T ER AAPRTZ/VED „,rE PRVAIE STREET IMPROVEMENT INDEX MAP FOR: DESCRIPTION u 0. INT SWEETWATER PLACE

BENCH MARK ER

DESCRIPTOR. 'Nan en SPUME IN THE MMTIVEST CORNER CAUFORMA COORDINATE INDEX 202-1770 OE HEADWALL ON MMACIO. BLVD. BAK LOCATION, 0 5 MILES DST OF SWEETWATER SPRIOGS BINT Michael Baker RECORD FROM 1970 PDS2016-LIADIF -S0027 INTERNATIONAL ELEVATION 001 Doa DATUM uScars #/- MICHAEL

IMPROVEMENT PLANIS)

1 1 -1 RT TC = ROAD 6 + 0.17 LT TC = ROAD + 0.17 . +UNLESS OTTERIISE NOTED ON R.ANS I 480

I , 00 KEY MAP i UJ SCALE N.T.S. 0 uJ g CONSTRUCTION NOTES 470 t N il w 470 OMR. nrc .s. a ars AO corny FDA SCRIP 6-02 1 A - W 0 AC mow PER rem. l wrr 8 8. I tge 8 8, 6+ 8 -88 8 .T r ()SIMON cum F. BEVIL 3 WET 8 - - g o 8 m a o @moor menu rol LEVI 2 91. 2 F. g - --••• , e o ® CMS.. ST OBE PIM 0091.1 - (Do:rumor rouro moo No RITTER (WW1. PER EMIL 4 SIM 2 --- FI 1.011204E=4------F. •4. 5I2 “'C-. .11 ex -an aC 6 SWEET c ‘. @COMM RILED CUE TO QM MO AMER 002611101(.1F00)90 DETAIL 5 0127 - r - - - - ' p fl MITE STRIPE 46 1 - I__L_____J_-I 1- -460 ..,L6L 1. 56 sTv. f La CI\ -16 ST. CRIT CR.116 ..I. 02.1,6 PUN WO 6-4116.1-303. I t-- = 2 45 , -450 I , l RHCDES-LANE- PROFILE VIEW : , -4 21214. '- 1- 1-- - I ' I 10+00 11+00 12+00 13+00 14+00

CENTERUNE DATA TABLE LT TC • 12. • 0.16 ITTC 4 0.• 0.16 LT TC•CL 0.01 IDARINVOELTA RADIUS LPG. MDT NUE BOSCH STREET SWEET SPRINGS DRIVE REERT DRIVE SEE SI£ET 13 O. RIMY 0141. CL - 0.33 SEE SFEET 16 CL RIE004 .TTER SEE STEET 16 LT RITTER FL - 0.49 50 EUA I EUA 6 EUA 7 EUA 12 EUA 13 SI AEU. SEET 19 CURB DATA TABLE MR MARS OE SIEFT 19 1011 COMES FM FETA. r "L'Tz Ro VARKAVELTA RA01. WIG. MAGINT 101E 4.4 LT PICO 1 4a, Li 20.03 2 14 64.03.56. E 110.01' LT 20.03 1 o 3 N 64.03.56' E 110.03' 6. .6 ORB A CUTTER A=LIMEMOIllnia - - 'WW1 ROPED CIRO A WT. IEFFAmom kiAL iNiIMP=2;8•44-( -.11m XIII INA I=V .1 N 64.04.01. E - 6.00' - RUED CMS TRANSIT. 1111 7 N 6401.121. E - 8.00' - 4. DAD k GUTTER (0223 0120 iïiií - KU. OAP 111.11. RIMMINSDINIEMMINIF 111111 2 13 8 14 6.4.0.5. E - S.00. SEE AMIE 1.32017rt Ft.rx -MIMUMP9/ 11M11•11 -- 0 RUED VW A FUTTER PD.316-1.0.111.-60031 O 0 0 2400 1 CERTIFY THAT IME TE ROAD IMPROVEMENTS . 00 SHOWN ON 5415 PLAN SATISFIES THE REOUIREMENTS AS RE6 RIVES RHODES LANE SATED IN THE FPI. NOPCE or .PROVAL to, 00 AMU AND THE?. /ON MATE bInu, STA 1.3.00 F66111 DATE, 0 47 I. r ' r T R.C.E 6. HPE STEM ODIN o RT 12.00 STA EVA 116 PER WADING PLAN 1 MEN TRANSIT. DO P0.1611101 FC6201I-1OWD-30365 o ELVER Of WO. VA 1.01 63 I I STA 1341 STA 13420 03 RIDIF51 MA, CE1COUNTY 5000 RT 12.00' EA 1E00.03 1E6 KEERT ERIK EUA 121 'EUA 120 EUA 119 EUA 118 1 ELIA 117 . 1„ Tkugg, FIT 12.CW SECURITY RE REED EUA 122 1 TRAYSITAN EUA 115 814- 0 000 BUSCH STREET SEE STEET 13 .E COONTY IS NOT REVIVE FOR THE DESIGN IN ANY MEWED f ONLY. 011581 RHODES LANE __Icce4n. Law P. MO co ' INTECtworPll." PLAN VIEW OEPAIPMEAT OF PUBILC %BORNS SCALE 1, 20' PRIVATE CONTRACT TIONAL 20 1,0 0 20 40 counor or sm oiLco COUNTY APPROVED CHANGES PEP... OF POKE WORMS I s.?3 RNA NO. D.CRIPPON APZOVED PRIVATE STREET IMPROVEMENT PLAN FOR:

SCALE 1--20' INTE RHODES- LANE1PRIVATEI BENCH MARK STA 10+00.00 TO STA 14+00.00 ER RECORD PLAN occcot000rp cmln rn VIVRE IN PIE NORINDIFST CORNER CALIFORNIA COMM. OMER 202-1779 NAME OF HEADWALL ON 44... BAK Michael Baker LOCATION- 0.2 MILES EAST OF SWEETWATER SPRINGS BLVD • ""+" DATE RECORD MOW Ion me INTERNATIONAL ELEVATION. +11.*1e DATum, PDS2016-1DMAP-60027 MICHAEL

H: \212429 \ 152741\ C52:12\144:11ADLVVRIVOTC 1,991200224NT PUN\5-152741-GP-251..MG PIT212025, COTSIE 7/21/2019 12:15 PI •

MATCHLINE STA 14+00.00 - SEE SHEET 5 MATCHLINE STA 14+00.00 - SEE SHEET 5 0 milli i 1 1 .11 11 pilliii1 11111191 'lli n111111611111111111 OnAl 8e1.

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N iiinlomoimilinum :11.. nu num n111111111 111111111111111%4o, iIHll II 1033 1111M1111111111111111111H1 ,r I 11111111111111111111111111111111 NV1d1, 1111111111p11111111111111 11111i 1111111111 11E111111i .1i In1111 IiIi H11111111 1111111111111' Ir . ,,r Ill II

11111111111111111111111 1i,a 1 1 111 ITED . L ES CPI 1111011M11111111111 111111M111 S

OTF FUNS

MilluiliimmmIlillil Itil — _- ER 1111111 111111 1 111111i WISE

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02 3N11831N30 02 viva

ivEP, va vi I 'a 319V1 ,111 ; TEM gi IT A •*c 61 iN3W3A021d1 NVld SI I MICHAEL BAKER INTERNATIONAL (85E) 614-5000

IMPROVEMENT PLOWS)

490- -490 I —1--1--r—l— IM WE RT TC = ROAD . 0.17 LT TC = ROAD 0.17 R *UNLESS OTFF_RWISE NOTED ON PLAIVS I= IIIM 480- -480 ill 1111111•111 Mil MINI IMIIMMIMII KEY MAP a sow 6,1. .. = A. a • swerr MIIMINE i IM MUM_ 8 - _ . q MO. r MUM R _ _ r i CONSTRUCTION NOTES 470- 0111M10 -470 CI AC MOON Fe EMIL WET 2 ,. " L', SEE DEET 6 EDI MI MCRAE SIIIIIALK RR MAIL SIM 2 MOM - FORMBAT ATTAR DM- EMI= MIMMINI I z,-N -P. RO ACME mama FALED 0.01 Am surto (num) pui MAIL I 9ELT 2 =.111=0.11 a — . „ rnmommomommi , I CRAC EnE 111M11.11i. MI ------tem ..----- mil .,== III ,„,,,, somm O On IM i MIIM 460- =NB -460 Mom OM 110onom 1=11010 MO wilIMMI _II if ria'—nim 10111111 mimumnimon .-ISTORIERA1 d i...... _ Mb 16-LOGFALF 450- MN CRAIN -450 P03 OUDIA CENTERLINE DATA TABLE 1.1.111111.1111 MN — MI P062016-iLCRY, M=1.1111111111=1.1.— — = FENIIIC/02.TA RADA TANGENT 10TE 1.1111111111IMINIMINIMM -- 2..S.SS'60' C ARM PAY ------— MIMI M NDOWAY 00110M ME Ime ROFILE-VIE I=11•1101010011MME NIMMIEM = Mi CURB DATA TABLE KARIM/OVA ADAC 0116111 TANDAT 1 n•ss'ss' • FOILED CIRO& EIMER 10+00 ARO RUED CURB le RUTTER 7+00 8+00 9+00 A'SS.S9' 113.49. WALED OAS • &MIA IS.S5'56• RO_LE0 CAB DATER lalLEO IRANSITICN

0.54111110 IIALL POI GRAM RAN ENSWORTH WAY SEE RUTS 17 e 16 RR PORTER TERRACE P04016-1.DAU-1036 ROJOIEON LETAILS `TU0trgct` SEE SFEET 8 SEE SFEET 10 EUA 5 EUA 25 1 0 EUAOO i ST DEA 19 \ :. H l—i , FOR MAILS Se fe:P STIRSI LPAIN 4 I p. .A,. ,AA • R6201641,61AR3006S I 0 \ 4_14 . Ai l k\ A

00 o k

101(er.dr(0, CIERIITLII-Ur THE PRIZE ROAD APARTMENTS AS RAMUNDO WAY TOND.00 MITER TERI. STA 16.61. IS NOE 0 STA ENSAR Vilit , h _. I ST:TA RA uoncl oripg eL:r5o5 Ass 6 RAMAT VA A T , s,,,sz — I S61 1A CA ,,s‘ / ---- IWIMV;271;211.1r 0 0 11% Ph 1 \ ' 1NSPECTAN Ern R 12.00 I---- rli: MS AM ID ENGINEER OP WORK IRA, 5000 v gE) COUNT' EUA 22 EUA 23 EUA 24 j EUA 110 EUA 109 RECUR, MIRROR 14- \ (aro 0 RETAINTIO TILL 00 ORM INTOI RHOOES LAE ROSPA STREET 1 FR DRAM POS2016-120.1-31:03S SEE SFEET 6 SEE S1-EET 15 THE COUNT, NOT RELIABLE RA THE OMAN IN ANY 051.7. 1858 , A.„ WAY -.....A.FALLIAM P. , ENGINEER RAMUNDO DEPARTMENT Or RIAU° WORKS PLAN VIEW SALE : FAX, PRIVATE CONTRACT TIONAL 20 10 0 20 4p 60 COUNTY OF SAN MOO 43 COUNTY APPROVED CHANGES ovnwrpourr or pueuc WORKS NAAR PRIVATE STREET IMPROVEMENT RAN FOR NO. DESORPTIDN 'P er ' OA. SCALE 1 .20 INTERNA RAMUNDO- WAY (PRIVATE) BENCH MARK STA 8.70.139 TO STA 10.00.00 RECORD PLAN KER DESCRIPTION- PURA At SOLIARE 121 THE NORITAFA CORNFR GUrORNIA COORDINATE INOC, 202-1779 NAME: OF HEADWALL ON YAAA.CHA BIND. BA Michael Baker ,NcARow. n 5 10IF1t FAST OF SWETWATER SPRINGS 81.50 1970 DATE. RECORD RON HAEL POS2016-URNIP-50027 INTERNATIONAL ELEvATION. 1ST 93a DARN. MIC

IMPROVEMENT PLANISI

500- -500 RT TC = ROAD c + 0.17 .... LT TC = ROAD C i 0.17 igmagimpro:=2:91m . MISS 011-CRWSE ,Or221t112"Nallidintr• NOTED ON PLANS ginul, IN

1111 9 490- 1 -490 le iel el Mr- ..1 _ ... . KEY MAP 1...... i _b.. 1...•li. e. SHEET

In SEE

- CONSTRUCTION NOTES 480- • ,, -480 • ei--e------OIL PHELEM PM DETAIL 1 94CET 2

... ____ 8 00 • STREET 4 - • ---- CMCNIREM SICEMLN PFR CETAIL ...... 11.11 =IIIIMMI 2 war 2 1.111 1.1.1 6 1111.11.1111 IIIIMME MIME () =mut mum 9NlO u. 'arm (alrim) OU 00. ccuaL 4 %Er 2 IIMMIIIIMOIME ' - " ...... M '.... 8 q - - IMIIIN IIIIIIPICI s • MO. If OMAN . COMM, 0 TO 6' 080 MIMIC!, PER CETAIL 6 MET 2 IM MINIM MN=1111. 3+

mmalm..m.•. 1 um vmmj...... __ mr...= :.!-_.4 ram 2 NIA _ 8AR * -- a M .41;_amminmul. TA

, mmmismi --- = S 470- imi iii im n ... === ....1 -470 mmizommewmip.A._ uw---&-•faii ,....MEM 11= • snm c I= I= IIIIIIM=11111= Millien 1.10 , . =NNW= 111,1111111111..pm,......

hilti i. ri._ II TCHLINE

_ MA immmum. • ...... "ir..E.. E...E___=.0.i.RE..... rd ...... ____ 1. - 460 NI . -460 wEEENE- = mom= III 1 MINNII MEI=Nso"' n= Z atT O.ENCUr IliN MINN_ =2 , = El- 111112110111 MOM MI NM ME '''''''' OR R- ER • CE I M II IMEMI MI FAMMEM —MI MIN 0 CRAIN 0E00IT PER SWIM PLA 1=211= NINIIIINIIMIMIM • :0 2 :111 =11=111==11111111 11122111 MEM POTUE If 1 NM= CENTERUNE DATA TABLE MIII MEM=I 1, 0 —1 r 1 PEARNICAELTA ROM LENGTH TMODIT NGTE 450- - 450 reeOrorr f "cam room 10+00 11+00 12+00 13+00 CURB DATA TABLE g.I. FEIRDGM13.4A WORN L.0.011.1 MOM IOTE cy-LvTotq 165. 5631.4.11 - 5.00. - 7 TO e OM TRANSITION RAIAJZO WAY Il' (1461 TC 471.94 TC 47l.n 6. OM SEE %CET 7 PS 471.44 PS 471.27 6' CL165 I 6 10.0.66•04.11 - .00' - O. TO 6. CUE TRANSITION 7 1.04.04.01.E 11.CO• - O. TO 6' 0265 , 11.10151TICN LT 17.07 8 le941'301 - 5.06' - ROLLED 0063 15V511101 LC 471.24 9 664.164.01.7 - 261.51' - 10MED OM 6 OMEN NC,r0FOl FS 470:66 rs 471.14 ID 104.04.01. E - 209.76. - ROLM OM • OMER SEE MEET 19 FIR DETAILS EUA 25 EUA 26 ELIA 27 EUA 28 EUA 29 EUA 31) 0 I 0 d EUA 23 o UX + u) Cn

— L'I ICT) T I CAMP( THAT THE PRIVATE ROAD IMPROVEMENTS AS A \ SHOWN ON THIS PUN SATISFIES TIE REOUIRMIEMS AS W (1) MG FORMA TELMSl' STATED IN THE FINAL NOTKE OF APPROVAL FOR TM _5566._ 2 LU AND ME STAN Foy PRIVATE STREETS. STP..'71501119"‘ 17.7 =I LU

t 0

EUA 24 54. R7 5,70101AM EUA 48 EUA 47 EUA 45 INSPECTOR BY: 0 PER OWING RA STA 11.16 97 k c- 0 ENCINEEN or Roar P70.014-128,11.07105 2 MCC RD CL ra cowry 500

EUA 49 SECURITY REQUIRED: 1 L ISMS 614- RAMIDO WAY El 60 SEE 9-CET 7 TH COUNTY IS NOT RUMBLE FOR THE DESIGN IN ANY M IB $‘1,114 PORTER TERRACE EFIGINEM PLAN VIEW SCILE RAID 1 , 20' PRIVATE CONTRACT TIONAL

0 40 661 COWIN OF YN CNEDO 43 COUNTY APPROVED CHANGES DEPARTNENT OF PUBUO WORKS 9.75

APP:OVED TERNA NO. DESCRIPMON SCALE 1 . PRIVATE STREET IMPROVEMENT PLAN FOR:

„ -27 IN PORTER - TERRACE "(PRIVATE) BENCH MARK STA 10+00.00 TO STA 13+00.00 Dosoppgmvp PHISM Fn SNIARE M THE NORMNIFST CMS.. CALSORNIA COORDINATE PIT. 202-1770

OF HEADWALL ON 1.116CM BLVD. BAKER LOOATMN. ON 14,1 FS EAST OF 9667FTWATFR SPRINGS BLVD IIE.:',.•"2:oo' Michael Baker Nene 1111•11114-5000 hia.F.Fineri-COX RECORD FROM. 1970 INTERNATIONAL ELEVATION. 011 018 DATUm. USCACS PDS2010-1.016.11P-50027 MICHAEL

IMPROVEMENT PLANISI

500- 500 -4 RT TC = ROAD 3 0.17 LT TC = ROAD Q A 0 17 - ...tEe▪ tt I A UtESS OT1-ERWISE , VilawimoraQinellgIVA' NOTED ON PLANS ' I N(UI P..- • MI --- I • 490- co -490 • - - KEY MAP co %MX: WIS. k, C4IS 1/6 • STREET N tr. 4: _ _ CONSTRUCTION NOTES INNINNINNM — — 5 480- -480 0 COWRIE, ERE 'A' r osal kra OTTER PER MD 002 o - IM=1 .0 — 415 GUDEI (4) MOM RA MAIL I SHIT 2 o M 0 0001ETE SIMONS PER CETAIL l REIT 2 o — I lilieinurIMIIIM. ® aroma RELLED OM ma AtAlui ram) rFA Aron 4 Om 1 WIN. .. , ,,,,,,. =MCI MUDD ORB TO OM MO OJITO TR/DGITICN (IERIFIED) MR 0011 5 OUT 2 EMI • STREET MIFIMIIMIMIM cf) IIM1.1111.111$111.1. 470- w - 470 1 1 NYE STODI MON abss _MI GRAD kD RAN P0520161200430295 1

I

i I 460- -460

I

PORTERZER • • F CENTERLINE DATA TABLE I PROF! t v)tW MARDERELTO RADIUS MOTH 110011 • 49 VERT: 1145' N 6410E011 E 34041' MUIR TM.. 450- I 1 1 l - 450

13+00 14+00 15+00 16+00 17+00 CURB DATA TABLE •§ MARINEDELTA RADIUS LOGIN 0.1401i1 0.15 RoiED DNS . GUTTER __ N 94104.011 E - 5.60• - mum 0.10 Isuoula, N 64104'011 E - E.011 - 61 ORD le GUIT6I (CURB IMO) ENSWORTH WAY 5 N64104'011 E STIE - MD CTRS TRUDITIGN PILED DNS I DIM SEE SHEET 12 KITED ORE k OMER EUA 31 EUA 32 EUA 33 EUA 34 EUA 35 EUA 36 EUA 37 i I ' 6 N 6E0E451 E - 5.0E - ROLLED OM 114/201110N 9 N 6410E261E - coo' - E Oita k GUTTER MUIR IMET) 10 N 54101.011 E - 5.00 - Rs. oks ITIANDIIGN '0 1.r70131 EETAILV IA 11/4p 65 111 RRIED OM k GINTER DO ntrwiror FT., L , I st%110 .... MOIR TRANSUNN EUA 65 rE14211:1517101

F r cm, THAT THE PRIVATE R040 NAPRovEmENTs As SHOwN PuN SATSFIES THE REINIIREMEINS sTATED IN THE MAL ROOM or APPROvAL FOR TM _51615_ AND THE TOS prmikar 11K12I, SS, 17413.9 196103111 sk 711/IL.. og, S/2 EUA 66 NsTscroN Br 0 ENGINEER or woRs

1:ri] cowry 5000 sEcuRrrt. REWIRE. L. _ cg VE5 814- EUA 40 EUA 39 EUA 38 EUA 43 EU* 42 EUA 41 El NO ENSWORTH WAY THE COUNTY IS NOT RELIABLE FOR THE DES. IN Awe 581 MPE STODI DR.DN FRED ow, 18

SEE SHEET 12 PER Gramm RAN OAT, 11.1141 P001116-120511-XES5 ELLIkm p. aloRcAN. cou ENGINEER

impARDTENT OF mom ROMS NAL PORTER TERRACE PLAN VIEW PRIVATE CONTRACT SCUD 114261 DOGNTY 07 SUI 19100 20 Ip 40 60 4 RNATIO

COUNTY APPROVED CHANGES I IMPARTMERT oF Runic KIRKS E ApplovED OEscRETION PRIVATE STREET IMPROVEMENT PLAN FOR. NT NO. I PORTER-TERRACE IPRIVATEI BENCH MARIC STA 13.00.00 TO STA 16.40.51 RECORD PLAN DESERET., CMS= souARE IN THE NORIWEST CORNER uum,RNIA cooRoINATE 940Ex 202-1279 NAmc or HEADRALL oN ...CNA BLVD. BAKER 0 5 kNU1S EAST 'Or SWEETRAIER SPRINGS 6,0 THE'rriikr"'"". Michael Baker LOCATIoN. EL RECORD FROM 1970 we:moo v. Ns 041, HA POS2016-Lokup-500.22 INTERNATIONAL ELEVATION. 121956 DADRA. 1.06455 MIC

H MICHAEL \PD0TAN152,41\CO20\CAMADTVM2TIV01E

p e4OHAI BAKER rg' Z NYld0 21003M INTERNATIONAL 6

1 ER EE 2 OE 8 8 AVM1- I1IOMSN3 MPROVEMENT 18581 PLAN\10-152741 614-5000 MATCHLINE SEE -Gm-256.011G SHEET STA PITTMAN. 13+00.00 11 MAYSIE 8_ 7/24/2016 - 12: 16 g PM 319V1V1 Vaaro g 5?

30 rdli C/1 HIE II Ilia" 111,,y3 A 11111 iiill g 1011101 111111111N 10111111 11E111 1 319V1VIVO 3NnId 31N mi 111111111111111M 11111 1111101110011 111011111E1111111 11 II. ill! .... I 1 III 11111111 ll 1111 I 1111111 s : p 11 „!Iiimprirommminff r el 0 11111111_1141d i 11 11111 11111111111 i A 111011 1111111 111110 10111 II inlild lion Inn 111111 MATCHLINE Ei 1111111 :: 1 KB ill i II --it-a s'T',-' — 1 • ,:2c STA - I ' III OC)888e =MO PIP . ....- 1-TP" 1 011 ° , ---aummimi.ino 11 1 1111- 8 5 1 1 1 0/ I : 13+00 1111 g9=1 i

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1 ...... 1.1 111111111 111111111 1111 III 1111011 11111111 1111111 1111 ..... mo 11111 oil 10 li II 11 II 1 1

(S)Nyld 1N3IN3ACaldiAll

IMPROVEMENT PLANIS)

500- -500 RT TC = ROAD q . 0.17 LT TC = ROAD c. . 0.17 l OE.SSLK OTFERIIISE I NOTED ON PLANS I 1 490- 10 ME ill 12 -490 T 11.11 KEY MAP I SHEE I El ELMI SHEET SCALE: N.T.S. MIIIMM EM MINIMIR 08 111.11111=1E E MOM -- I MN MI 8 8 = WA SEE SEE

8 V8 MR .M=III MI - - CONSTRUCTION NOTES MIIMMIMMII N. MIMIll.

.e 480- 1 V -480 OCOSTRIET WIFE C B. ORB MO 0/11. PD, SLESO 0-02 RIM -c-

00 r 00 PATIENT PER DETAIL 1 NTT a C - 0 AC COST GTL. I °COMTE SIDEWALK PER DETAIL 2 DEET 00. 11= , 50. 1- a ...1 13 1 0 CITSTRIET MID US MO OMER (1191990) PER 0ETA1L 19001 2 IIIIII MI 0 MTN= 91.1.130 OM TO ORD MO GLIM TRARSITION (.1rION VTR CETAIL 5 96E1 2 13+ 15+ I- Ï - - 11 1 STA STA 470- -470 , CRT I MI 1962016200.20005 l Mi 0,,, ,,,,,, im . T :n=9 „. TCHLINE MATCHLINE MA

I I 460- -460

I SW R _ _OFIL-e-v E .-.* • ....c.' I VERT1..5. 450- I -450 13+00 14+00 15+00 CENTERUNE DATA TABLE RO EEPRING/DELTA 2.16 LOG. llNeENT 5.1.911. E OMR. 21

CURB DATA TABLE Dg/1 DORI.DELTA 1.115 UM. 11111211 OCE I EUA 57 EUA 58 EUA 59 EUA 60 EUA 61 EUA 62 911£0 OWE le 6L1TTD, Ile 16. 511111 MIN PER 0111181111/9 0 N 0.1.01.01. E - 5.00' - 911130 OM 1RAYSITIO1 P02015,0012-31005 1 61201101.0 WOO' - 5. OM 0 DOTTER (OM MEI N 04.01.111. E - 5.00' - KLUB OM .6111. ST 72 STA L837 50 LT 1300 LT 11.00' ROL. 0.12 I GLITTER DO TRANSIT ON .111 TRVISITIDN ROLM .B1/ 911. STA .7150 STA 132 50 8 1 W01'01. E - 5.170' - RUM 09B TRANSIT. LT 12.00' 0 N 51.04.01. E - 0.00' - 6' OM 1OMER (OM MET I [6218 00 11111.61TICH wn ...020 PLAN 10 10 N 61.01101. L - 5.001 - MUD 0.1113 TIVASITION PDS2010.2.000171 ° Ci 11 el 01•01'01. E 221.0 .8 A EBNER + AS I URI. THAT THE PRIVATE ROAD IMPROVEMENTS AS Sr 151 ON 7116 KAN SAI1STIES THE REDUIRCMENTS AS - 11C LU ST TED 1N THE FINAL NOTICE Or APPROvAL POR TM _no_ 5+1 AND THE ST P. ORNATE b.cc[i I u) We 7/ .3-A RC. u) INSPECT,. ETD 0 ENGINEER OF WORK 97. 110Y 5000 SEP.., REWIRED: I 614-

10 D. 112 COUNTY IS NOT RELMOLE FOR THE DESIGN 15/ Alff 8581

EVENED 0191.. 1 EUA 77 EUA 75 ELIA 74 EUA 73 EUA 72 I 02E. up+, P. 510 . C ENGINEER DEPART29 I/ OF POOLE WORNS

ENSWORTH WAY ONAL I PLAN VIEW PRIVATE CONTRACT SCALE 20 ip 20 COUHTT g1; 43 COUNTY APPROVED CHANGES SCP SITIFTS DESCRIPTION SEALE: PRIVATE STREET IMPROVEMENT PLAN FOR. INTERNAT ENSWORTH WAY (PRIVATE/ BENCH MARK STA 13+00.00 TO STA 15+50.00 RECORD PLAN DESERPTION:11100.2 11/ SODA. 111 THE NORTHWEST CORNER CALIFORNIA COORDINATE NOE% 202-1772 Or HEADWALL ON MANCHA BLVD. BAKER Michael Baker LOCATION 05 MILIES EAV OP 5821.TER SPRINGS BLVD CATE RECORD PROW 1270 P652016-1.11121P-50027 INTERNATIONAL ELEVATION 421.200 US.GS MICHAEL

IMPROVEMENT PLANISI

500- i - 500 I 1 RT TC = ROAD q + 0.17 taliernoxr,—• ,7r-- ll LT TC = ROAD q + 0.17 Liiiil „ :BMW *UNLESS OTHERWISE — NOTED ON PLANS 1 490- -490

.0 uj -8 3, —cum. ERAM KEY MAP SCALE: N.T.S. uj — 9 0 ' v J m — — l.c. \ CONSTRUCTION NOTES 480 _-- - 480 .0 AD PROEM FER DETAIL 1 901 2 --- F111140 GRACE ® =REM SKEW( 011 CETAIL 2 401 2 o 1---9 STFEET $ o J '-- ®98011110 101ED We MO RIMY (ECIFIED) PER cum N 0.11T 2 10 -- •— -- --. — @OMAR If TO C 2J0 1TUNSITIO1 11 IETAIL 6 WEI 2 L1) ® 1111111 STRIPE

---1-- co 470- Li , -470 01.01 IN 01•100 .-- 1.1 101 WO NG FLAN , -J —06001600611-300. I er C-3 le t SARN CRA II --i fER LRAM P. /- 10-11:0011-3009S 2 I I 460- I 460

FNSWORT.H WA i El

CENTERUNE DATA TABLE EVARNG/CELLA 9010 LOGIN TAMER, N 61.01.01. E 0.90 ENTKRIN WAY I 1 450- 450 . 15511.1. 37.01. $ 06107.1 WAY N 22 'Sr< 11 200.97' $ E.X1310 WAY 16+00 17+00 18+00

CURB DATA TABLE

- EEPRIPGCCELTA RAD1LS .6111 TMEENT STA 15+50.00 MATCHLIHE 600001. E PCU.10 12.R3 EIMER SHEET 11 N 37'51,13. ROLLED OM It OTTER SEE X 22'51'0 11 116.17 R0_110 0./63 EARTER N 07.51.13. W RUED OM I1 6.101 11 22.51.13. NOLIED 0.03 • CUTTER ------N 22.S1'13. 11 D. TO 6. TRVISITICR W LT TO IL • 0.01 10 II 6. OM EUA 71 SM SIEET 21 N 22•51.13. 1/ . W PORTER L 13 11 2.2•51.13 0' TO 6' 0.1113 TROGITIO, TERRACE Fc'f, ',I,L:,, .,F 11 11 2:7.51.13. ROLLED 13.103 • GORR SEE SHEET 9 1.i-1 - - 16.62' R011132 OFT ROOTER 16 11 61•01.01' E WALED OAT k ENTER T EUA 37 ID 102 31 01.81

1 01111111 THAT 110 PRIVATE 00241 IMPROVEMENTS AS SHORN ON TNIS PUN SATISFIES THE REOUIREMENTS AS STATED IN THE FINAL NOTICE Of APPROVAL FOR TA _0516_ AND 111E R PRP/ATE STREETS. \ 23 -9, 1 6 WOVE TEFL MP 0 POT IRA& 9 SET 2 098 12. INSPECTION ITY, o ENGINEER OF WORK 00

C3) 50 SEC WET 19 10 0CURNY REWIRED- 22 11G EETAILS ED 0ES 614- 0 . ERI 1 CO STA 17, 76 91 FNOKFON WAY. COUNTY IS HOT REUABLE FOR THE DESIGN IN MY FETAINDO WALL PER !ROMP. STA 15+10.51 F30 PIR1191 1EFRACE 1TY ONLY. IB PE62016.1.1106/1-30095 DATE: 15 I q - 115 L LLUM P. ENGINEER

OEP OF PUBUC WORKS NA EUA 70 EUA 69 EUA 68 EUA 67 EUA 66 EUA 65 26 02 11 FS 181.61 O PRIVATE CONTRACT TI RETAINING 1110 FROW 0I111 ENSWORTH WAY PER GRADING PUN COUNTY OF SAN 011.00 43 PDS2016-LCOIM-X035 COUNTY APPROVED CHANGES DEPARTMENT OF PUBLIC WORKS 51009 PLAN VIEW 12 APPROVED OESCRIPTION OATE SCALE: 1. .20' PRIVATE STREET IMPROVEMENT PLAN FOR INTERNA ENSWORTH WAY (PRIVATE) BENCH MARK RECORD PLAN STA 15.50.00 TO STA 18.55.56 DESORPTION. clYSFIED SONAR, 01 THE NORTHWEST FORNER CAUFORNIA COORDINATE INDEX 202-1779 NAME: OF HEADWALL ON JAMACNA BLVD. BAKER rasz*Ce ier0c... Michael Baker R LOCATION- 0 5 MILES EAST OF SWFFIWATOI CPRINFS BLVD CUTE: RECORD FROM• 1970 wooroonw Am 99 INTERNATIONAL ty0,,,DoR. 441 948 DATUM: MCA., PDS2016-.01P-50027 MICHAEL

IMPROVEMENT PLANISI

490- -490 El I RT TC = ROAD C • 0.17 _ LT TC . ROAD C . 0.17 1 1 *MESS OTHERWISE H NOTED ON PLANS IIIMMMINIIMlIIllIlH IMINIII MIL 11 480- _en! . ______'4- -480 ...... ____ ..... 1 U.1 KEY MAP

11.1 uJ 1 (i) CONSTRUCTION NOTES 470-• II illi imil -470 ...... ___ ff .... __ nvoerr Rli [WAIL 1 OM 2 10,0' 51005.. PER 12,11. 2 9.1 .. .n... ___,, ...... ()COMM MINI M :1 ...., @WORM 6' 0.113 PER .20 1.01 , e GI, Of I.51 IMMEMIM . o 0 0.1.1 ROSSO OM NO WITER (Kowiro) POI MAO 4 SECT 2 81.8 1.111.1.1.MI ' . . 8 1 _ 1 . MEN=P111.1 • 8 MUM=.... 3 It 8. P -- '8 . 11.11 8MMIENIMIMIIMili r- IMMO - § _-__,_ .i---1 • ....L_ .--- o w if MEIMr= MIEM =ELM ar '`,. I • • , .,.: .,. -, • --I 11118- . 111=M1111qM1=111 TIHISED .a ' 1 • MET a = g '-';'" - MilIME•laikal8.18.111MIN ---- .... 881.1 _MI ,.--6- ,T. 0-a 460- MIMI ! • 460 mii=i walMEINEM71 mom= MEM =MIMI IMMI=11=112.1.---- • MIMMESMI ======IIIMIMIMINIIIIIII MEIRIMIIMONI -_ I I EMI 0115,1 OWE • SIP. C 2 MIE 1 450- ' -450 NM M. ___1 101 SOO WAIN OM. UM= IMMIMMIIIMEMIIIIIM .81. RP GRADBC • P05201.1.511-.35 . I M. IIMISMIIIIIMI .18111111118.1111 IMMI 1 CC ilm... "111 :1MME IM CENTERUNE DATA TABLE irmmilmEmmimil LIENNImium---1 --I LII -Rflit ..'llE --= --- ...._Eon. EEPRIMADELTA P/DRIS 62.61• BM S1TEET 8+00 9+00 10+00 11+00 12+00 61.04.01' E WSW SLLEET

CURB DATA TABLE MATCH LINE STA 12+00.00 - 00ARBOA:19.TA POILS MOTH THOM RHODES LAIC LI it • 61 1 0.01 N 2.5.56Oe 111.11' ROLLED OPS 6 ILITTEP 5 SEE SHEET 14 N 2.5. 55.01' 11 SEE SHEET RI iC • O. 0.01 N 40'56'01' 1/ ROLLO ORB k GUTTER EUA 3 EUA 2 EUA 1 EUA 122 EUA 92 RA WM N 25'56'01' • RUG OAP k OPTIP - "c'oltc. EC Pi 12.W• ROSSO 0.113 EIMER L 02P.OP r- - 61.01 .01' E 15.17' 16011E0 ORD k OPTER 10 11.•04•01. E 15.17' ROLO COO k OTTER 11 R 67'12'11' 0110 0.663 t GIFITR LT 57 12 11 25. 55•01. ROLLED ORB GARTER Li EUA 94 15 OPB k GRIER 1 IA o 11 25.56 OF 2.62' qt. d nip 16 N 5.1. 0156. E 6 CUM 3I 3O 29 0 ___.selowil I 32." LT 12LL I I Hiff SION CRAIN KR GRAD,. RAH CO 0 114><>. \ I :u 0, T 15 1.12016-112150-5.25 1 CERT. THAT THE PRIVATE ROAD 11411POVEMORS AS I EVA 95 SRO., ON 11115 RAN SAME. THE REOUIREAWM AS BUSCH STREET STATED IN THE MR NOT. Of APPROVAL FOP no _no_ RA .32 GO I AND THE ST PRIVATE wm.sw. EEG BMW STIER • 5 9.I 20 3 6 RR MAILS --- A34 4•T•P CATE --74,2 3 1111W-Em, SEE PEET 22 12. RR DETAILS INSPECTOR SY: .... ([1 O ENWEEIR Of WORK 12.00 "18 123 COONEY 5000 2010. 5.11MiT MOORED: EUA 96 123 TES 814- 010 ) THE coml. 15 NOT KELL.. FOR THE DESIGN 111 Off

A15 Cl0.FT1T OHM (8513 RETAINING ROLL PER GRADING RAP BUSCH STREET 1 ).1 P052016-L06641-.65 PLAN VIEW MORGAN, C0R E50000

PRIVATE CONTRACT COUNTY Of SAH DIEGO 43 COUNTY APPROVED CHANGES DEPAPTIENT 09 PU12120 WORKS SCALE 1'-20• NO. E.CRIPITON DATE PRNATE STREET DAPROVEMENT PLAN FOR: INTERNATIONAL BUSCH- STREET (PRIVATE) BENCH MARK STA 8033.00 TO STA 12+00.00 RECORD PLAN OCSCROPION• CMS= SOLVATE 21 THE NORTIOVER CORNIER CALIfORNIA COORDINATE IRDEP 202-1770 NAME OF HEADWALL W1 JAIAACHA BLVD. BAKER 07930.ffiontkOnahreL LOCATION. 0 5 HILES EAST Of SWERWARR SPIONGS tr''.7e5i= E Michael Baker 1....[EnninCom LAM RECORD PROW IWO POS2017-11.1. PP-50027 INTERNATIONAL ELEVATION. 461 DPP mwo. MCA. MICHAEL

IMPROVEMENT PLANISI

490- NEM.. l NM- M1111-MIP111111•10=1 -490 IM11=1 EMI IMMIIIMMMIIIMIIIII- MIliMMEN1=1 RT TC = ROAD i . O. 7 IIMMIMENIMINOI ir LT TC = ROAD q , 0.17 In IM 1=11111i1111=6 MI EIMIIIMIIIIIIII raLESS 0111021IISE IN11111 NOTED ON PLAA1S MINUMMI MINEM =I MIIIMIIIINIMMEMINE -- MIIIZE MIIIIIIIIIMI IMIll 480- a - NIMfl -480 MN- IMMI I= IMIMINNA 11.1 =RI 1M KEY MAP OMINIEN 1.111 EMMEN 6/) 1111111111111111 NM- MO1111-- (67 U.I MEM- 1.1. IIMIM IL/ ui MOM 111111- .1.1rn M= U.I (17 immilr...... MCC mmi Eim.N I.. cf) CONSTRUCTION NOTES 470- woummim -470 (Datalltti flît 5 . 6. WEI NO ware PER MED e-ce o n'' 1:. . ((Tec INDOOR PEG DETAIL 1 SHIT 2 o -mu. Em IIMIIIII1 ;. Enommin. 8 o RILIFETE SU-NU( PM IVAN 0 S(ET 2 o MISOMIMMIIIMMIIIIIINIM 8 MIMM o MIMI MIIIIIIIIIME 8 l s immir V: 0EINSI14E1 mum we No can (mem) POI ce-re. perr e 602 mmi win q um 0 036SITAGT RUED On TO MN 0.13 OSTER TRAINMEN (1103IFIED) PER MAIL $ SIEET 2 - a ion ini 0 CENSTALCT PEWSTRUN PUP PM 1314IL 7 WET 2 - IME i , ,.., - mmoimiimom DISTIU. TRILUED COATS PER =TR 0311 , imm•.,------...... em 0165741 MINDS& wawa STPIPIM PER CEP 4241 460- .'13 sommi -----....EMMEEMEM c4Lu -460 ANIMMEMEEM EMEINEEME 1=1IM ...... ® 4 1911E SWIPE IMEMI EOM. NIMEEMEEMI MEMMIMEM MMEIBEERGIM = MIME IMMII=EMIIIIMEM MIIIIMOIMINEEIMMIMMEIMMEIMMEMINE MEI o I= MINME -, 0MOIM FUR ME EEN EMMIEMINME= 1. 6iNTRU-SCO5 2 - 1- -, - =RIMS. M110111- -MI 1=10.01 0.101= 0=MI IM01101M ME 450- 'MEM INE MEMNIMI IMIIIIEMIENI -450 =I EIMM IMEMMEEMEMIMMEMM -11E1 MU IIIM-M11 SIMEMIIMMEI MI MIMMIIM EEINIM MEISMIIMEP ..... Ei.mmon.mooms. cc -mu ....immummin. . ...-- ..... plaza= .... CENTERLINE DATA TABLE ... ----Emu.. E.- -- lEARINWEELTA RAMLIS NOW NMI ---...... - ...... N6POPOP E BUSOI STREET 12+00 13+00 14+00 15+00 CURB DATA TABLE ® ITJADIWEELTA RODS 1.194711 TAROT 14119 2 0 64.04.01. E - 2.15.0P - P3LIE0 OAS k CUTER 16- smee DRAIN 3 H 64.04911. E - S.00' - RUED ORB TRANSITIIN MOM PLAN 4 e 645P01. E - e.co' - 03:13 0 sum (cuie me') P00016-1EGNO-30305 5 6 6454.01. E - 5.00' - REND CUE TRANSITICH 6 II 6454'01. E ROM 11333 k INT. TN 1433114 14• 7 6 6491451. E - PLED D.N3 I OSTER RT 12.00 EUA 98 EUA 99 EUA 100 EUA 101 6 146453'591 - 7.0P - ROLLED OUR 1111.1611131 TC 461.35 111' 06 0. OM .1:46 VWF13 STA 1 16453.565 - 32.00. - 0163 • GUTTER (*NB TRET) M5LTk13..110°:''' 12 10.55M015 DNB I OSTER 14.21.37 12 00 BEM IPANSITIEN • RT 12.0M 73 461 47 .C6 IP (139 TC 461.26 1 01 1 56 I 0 164.03.131 - 7.03. - ROLLED ORB TRRISITICH - 5 460. EUA 102 EUA 103 15 14 SPOPOP E - 26.33. - 41110 WE t GINTER o- - O o

BUSCH STREET 467 13-00 17. 0 1 / 7 < I wen, THAT DIE PRIVATE ROAD IMPROVEMENTS AS RT 17.03 II" R7 17.00 uJ SHOWN ON ,S PLAN SATISFIES THE REQUIREMENTS AS TC 461.34 TC ,.14 STATED IN RE FINAL 00110E OF APPROVAL roe TN _1518.- FS MTN FS 462.14 AND THE STANIMPD PRMATE STREETS. KM 14.36 47 8 27 2c1 STA 14+69.47 RT tr.00' RT 17.03 1- 11-11F •,7' -0,-- DATE 7A 7 TC 461.42 O TC 461.66 9Cý FS 460.02 FS 461.33 0 0 INSPECDON 67/: ID SE DETAIL TO DE ENGINEER OF WORK N ll14N \-0 11723'54.011*.02 LEFT. MIS WET KT 00 COUNTY TC 461.31 _FS TC 461.61 LT FS 460.71 FS 461.11 _ secueny RE-OARED: 00 FEE 0 NO EUA 93 EUA 92 EUA 91 EUA 90 EUA 89 EUA 88 PARKING DETAIL THE COUNTY IS NOT REUABLE FOR THE DESIGN IN MY SCALE • 1, 10. ITY ONLY. BUSCH STREET \- 24. Ifft STOW MIR 040E, PER GRADING RAN ENGINEER PLAN VIEW POS2016-LOGREPED95 ME • 1, 20. PRIVATE CONTRACT 20 10 0 20 40 60 COUNTY OF SAII DIEGO 43 COUNTY APPROVED CHANGES DEPARTMENT OF PUBUC WORKS smaT3 761P114E0 NO. DESORPTION SCAL. 1. 820. PRWATE STREET IMPROVEMENT PLAN FOR BUSCH STREET (PRIVATE) BENCH MARK RECORD PLAN STA 12.00.00 TO STA 15.00.00 DESCRIPTION. CHISELED SOUARE IN THE NORTHWEST CORNER CALIFORNIA COORDINATE 1103170 202-1770 OF IIENDWALL ON LAAPSHA BLVD. Michael Baker 117.a7. :11:- LOCATOR 0 5 MILES FAST Of SINERVATTR SPRINGS EILVD 7 1° 11:11..radee' f'1111 7r RECORD FROW 1070 *TOM INTERNATIONAL _,3.3vADON. 491 018 0A934. USOSOK PDS201 6-LOAUIP - sao27

10 \ P0474\152741 \ CADO \LA/. \017APIRIvATE 119712014=1.4T PLAN \ 15-152741-137-251,1110 917710.14. 144771E 7/24/2019 12: 18 1711

47. MATCHL NE STA 15+00.00 - SEE SHEET 14 MATCHLINE STA 15+00.00 SEE SHEET 14 — 8 I 11111 II I I IrT 1 11 inuilliou ihlilbliiii i 0 IN No 1 illinni IIIII 1 I 1 1 lin 1116111111111111111

NJ liomil 1m li li il 11 NE OW 1110117111 ilinnuun ell

p mu i noui ifirour 11_ e8 a)1 J iiiiiiiiiiiiIIIIII IIIII iiiiiii I pi i ii 111 1IMIIIII- I 1- - 11!)i Ilifilliiiiii IIIIIIIIII111111111 10 lliffiiiii I I I . C/) ...... li.1E1111.. Ell,i,...... ill ,- - 11111,iiiiii .111111 1111111 11311...... iiriffith4,11,111 1 ii ON

OT R I piiiiiiiiiiiiiiiimill dill milliffillill --l;" mrs,,,,....g.-111 111. 1 I 7" ' 1 1 1 o "413: Iar o s2

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E 319V1 gg o Sg 1 A 56 o

0 1N3IN3A0k1dVII INVld IS MICHAEL BAKER INTERNATIONAL (858) 614-5000

IMPROVEMENT PLAN(S)

1 ---1 l ii,,,016411111111111;eitemeli.." RT TC = ROAD 0.17 RT TC = ROAD 6 + 0.17 RT TC = ROAD 0.17 6 . • . . LT TC = ROAD c + 0 17 -6 LT TC = ROAD c. A 0 17 LT TC = ROAD 0.17 .00.47"4.1111-alVal iimemma Rom•, *MESS OTFERRISE INIM *UNLESS OTI-ERIY ISE .UNLESS OT1-ERRISE T NOTED ON PLANS ICED CN FLANS - - NOTED ON PLANS - 48 -480- -480- 8 g .1

- V A MN 81 183 6 470- If -470- ,__e -470- riNi -470 -8 8 NIB NM e i - 2 • snarr n.k? ,i-S "' - 4-4.1 8.L % 8 "8 g e q IST1 GOMA .'1' 4, ---- 4 ,,.. -- MI m A • MEI 9 j .,..._ 5 2; Fe • MEI c -4, .,;,,,, ._ 9 - ---: --.- --- - 7 - : a a - __ immil INIEL. 1 ,.._ a C e 3.„ --- 1 0813 Fl 1,171 MAE ----. OM -, .., • STREET -- 6 _ -----r- -5 ose miii l",mm, 460- fINIRED OW -460- -460- • SMUT t m um 1 -460 imammum immommmino M I 8+00 9+00 10+00 8+00 9+00 10+00 8+00 9+00 10+00 SWEET SPRINGS DRIVE HUBERT DRIVE GRIFFING DRIVE PROFILE VIEW PROFILE VIEW PROFILE VIEW SCALE , AoRu. 11420. WALE .12. 1..20' RI-WES LIM RHODES LANE EUA 13 ELIA 15 EUA 14 STA .711 011 0 EUA EUA EUA 7 LI 11.00 %CET pi EUA 21 EUA 20 EUA 19 CO °RAILS Foy Few S7A 9 wri sii 1 `6111111111/F 467 00 00 GRIFFING DRIVE 00 9.1 DO 10 00 STA 0433 CO SWEET SPRINGS DRWE * 00 HUBERT DRNE 00 00 EEG UST WM. 811 836 HOEK 011 .84F1:11,`,2 ST 101T0 Ì 00 147.1 ERIK ST 1.1•20.00 MOMS WE o A TO 0 EUA 4 EUA 5 EUA 10 EUA 11 EUA 16 EUA 17 EUA 18 STA 900.00 - FOAMING WALL PER MADI FETAINING WALL PER 01.40190 RAN RT u.co IETA111118 WILL CRA01 RT 12.001 RJR P062016-L031197-91093 FE62016-1.031.30193 FT",r.g.." P062016-LC0193-3C0113 0TAK.478.00 EC ELIA 12 AT 10.83 EIO COOT. MIKA EUA 6 STfl 188.83 WODES LAW MEESE. SWEET SPRINGS DRIVE HUBERT DRIVE RHODES LAI€ GRIFFING DRIVE RHODES LAlf PLAN VIEW PLAN VIEW PLAN VIEW 1 cERTITV THAT THE patrATE ROAD impooVELICKIS AS scALE 11420• sou 11420. SHOWN ON THE p1.4. sATISFIES THE REOUIREmENTS AS STATED IN THE FINAL NoncE oF AppRovAL FOR 714 _3219_ AND THE'T N joR PRIVATE blooms. -7 041, 7/2Of CENTERUNE DATA TABLE (SWEET SPRINGS DRIVE ) CENTERLINE DATA TABLE (HUBERT DRIVE) CENTERLINE DATA TABLE (GRIFFING DRIVE) RO trAillC/no, RADOS 1..111 wort IOTE RO 81341116.61.114 Rums WEPT 143.0ENT RO 00418/01.13 roDILIS METH TAN3ENT tOTE INSPEc710,4 136 14 75.56'oe w 167.00' SOTEr SRI. MP& 25166'04. 167.03' HECHT 118118 N 25.53.041 t67.00' C CRIFTIW 81I4E EhIGNEER or WORK 1F3COUNTy 5000 4- SECURITY REWIRED: CURB DATA TABLE (SWEET SPRINGS DRIVE) CURB DATA TABLE (HUBERT DRIVE) CURB DATA TABLE (GRIFFING DRIVE) Eg1 TES 61 RO OEPRINGOELTA RADIUS LDETN 1.08 ECARING/CELTA L12.1 7 IETROCKISTA RADOS MOTH 11141Ort 0 NO RO RO M N 25166'04• • 131.00' MUM cum arn1B3 25106'04• Rom CLAM curt. N 76'33'04.. 137.00' Ro_LED ORB RATER THE COUNIT Ig RELIAALE FoR THE OESIGN IN AM , O IB Ro_LED TO04481ToN N 25.6644• w 110.1E0 8383 OVASITION N 25.56'047 Rollo Cu. 1.4.11104

N 26166.00 0 PILED 0.8 1108SITIOI 8141110 Ore TRAronlow N 20.93'0.• RCELE0 78.116H L N 25186.041 w 137.00' MUM GM 0.51771 N 25136.04. w ...... 0(WILLEAM P. NoRrAN. co Trry ENGNEER 96.151 .8 a/171111 N 26.63'041 137.00' palm 098 GUTTER 20 10 0 20 40 DEPART-8M OF Pao* N 6410356 E 6`6133 N 64.0.756. E 24.00' 6 DM I/ 64.031561 61 CIRO T woRKS SCALE: 1-420' PRIVATE CONTRACT TIONA CONSTRUCTION NOTES 0011/41V OF Ow 0.00 COUNTY APPROVED CHANGES COUNTY NOTE I 43 IOC PMEMKT pER 831011 T WU 2 DEPARTNOTT OF PUBLIC wORKS APPRovE0 ()ammo e• 069 ra sma 0-ol NO. DEScRynON ey DATE THESE PUNS NAN6 ea. wEvEnD PRD/ATE STREET IMPROVEMENT PLAN FOR. BONDING puRPoSEs oNLE INTERNA ® MONK, 801.183 0.133 Ao OREM Down). MOIL 4 *ET SWEET SPRINGS DRIVE. HUBERT DRIVE & @COMM ROLLED CORO ID WEI 80 ORTER mama (Immo POI EMIL OM 2 BENCH MARK GRIPPING DRIVE (PRIVATE)

RECORD PLAN STA 8333.00 TO STA 10.00.00 KER 0ESERI011044. CHISOKO SOUARE RL THE NORTHWEST coRNER cAuroRNTA COORDINATE ma 202-177o

or HEAD... ON ..M.CHA Cow. BA •60.11:401, LocAooN. 0 S NUS EAST OF SAM.. 2_111.1.3110._ :""" 747.011.0.443 Michael Baker EL RECORD FROI. 1970 INTERNATIONAL HA arynnow 491 998 0011110. uscrACS POS2016-90 30027 MIC

IMPROVEMENT PLANISI

50.10 VC P19 11.52.58 0....6. I - ilinialibM:::17:.1it 81.2.1S 62F-2.31 • 4, (ariaLeriOp.I.tERMILVIV4111 , 1 L .g. Ige.8.18888888888881. 'T la 1.7_,•-1.--::-T-' -7 ..---r-...'...-- - 470- = Ini B 70 8 *.,.., 0 7 - n PTA . Gi n g 8 .=KEY MAP 8 A 8 A g 8. 8 wm.....t g, U. _ i2 • 0103 FACE au u 6. - - _ ---- 0. /8 52 2 --- - o 0 a`e 0 8 0 8 ___. - -- -- ___ -4 -4 - 2 _ - ... au au - _ - - _ _ M 1 . - - - _ _ - ORR OM ICH 2 -'-- ---. ---. ___ __. .___ .... _

16 1211. 61. alm 110 460- PER MOO PM Ðavitzoc. : - - -460 F114016.8.2.5 . Fs. 301 KPE RCM [RAIN OICCSTC 1 16.01118-50. PER .01% RR, R162016-MASLI-8025 511 RAP SIMI MAI I% NG PER OUDING RAN 1.2015.02.2.5

60. RCP sna [RAIN CPOSSPO -PER IMPA RAN PEC7016-LEGIU-20205

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I 1 1 lE 450- I -450 10+00 11+00 ROUNDABOUT CURB 12+00 13+00 STA 1010.00 PROFILE VIEW CONSTRUCTION NOTES CURB DATA TABLE - / SCALE , HOF. 1.7117 . ranvarr 01113 0 comma IIIT 16. 6. WV 110 CURER PER SRED €20 100111 ,,,,,gy, 1010 i 30' LOPE 5.00 MAIN m. 00.0...T0 RADIUS ---0 ,....--.. RP CRADOO FM STA 10.01.05 , , I 102.07118% -. 6.00 - 6. MR No alumina nrr / t 0 .2016-.01.3.5 / ste'' ttt t'4 t i 1 1 i 1 !, 1 0 PG PPMEHT FOI DETAIL I SHEET 2 2 1112.07110.11 PIM CIAB 11211610. STA 1047.05 t ' 0 =pew SI.. PER crrAIL 2 Dm 2 3 M2.0711.1 RM. CIAO AO CM. . %. ,,, \ 1 ,511118157 25.CO. 22.21 12.001 ROM MP AM.. MA 10.1705 0 cossmucr ncum cus . %MEP MOM.) PER ., .. 4 ...., , 0 M71091.21 40.001 5.00. 2.501 1011.110 MUGU. P , - 0.4hige \TR UTISITE 4 .6.1.. 111.821 \ ,, 0 COMPOCT RILED CUILI TO 010 AO &MR 7 ..41.75. 40,CO. 4.001 AO. 6. GRAM OMER R4081 MET) MOM. OMIT.) . 0 )1, A 1 6.PII I DETAIL 5 MET 2 8 .0.5 . 40.021 5.00 AM/ 61111211.1128 .61710.1 • 1 , 1 i . 9 675140.188 481.CO. 52.8.11. RAO. ROM MAIO 0.72 _ - ia 06.10'11. 10M. IALLED CORM OMER 0 0 \ I2: 1 .51:f7i1. '67 =- / la, t I i '111 \ ... 070 - PRIED OM AM &MR .. .. 7,,,,, : i \ .7 •I) ,,, :0 11..---'----• " 54. 09.0601OUIR OF ROMAN I 70 ,_ . GRAMM RAN STA IMAM RAMO II. 1 STA 17.91.80 M. STMILI 111 , //u, ... __A., , FOS2016.08.11-8055 1 CE.Pl THAT ME F.VATE ROAD IMMIVEMENTS AS kr aen 't1' SIMN ON THIS RAN SA1M1ES THE REOUIREM.TS AS '' 4, \ 1:.'i'lFp 2016 - LERIIP-603.31 STA. IN IliE MAL NOTICE OF APPROVAL FOR 11. _SOUL / "C'7 11111,1, 11! F92. ORADISTA"RAITA' MO .E ST 0 P.A. NiNLLIN. - • 518. \ IthA 11.11 57 1241.103 .1.- '- , 7- 10.00 .4 ISA 9.0.58 AM. Il. 8.50. LT \ = / , ° E2 TATE /4 2.1/ 8 ST .0 Roma 50 RAMUNDO kV • 0. (SOMA RA MO F.'11.ILE ;' • 1, \ - 1 0 MONEER OF WORN . 1 1,,,L-F 0 \ , , / 1 ,...\ 1 \ STA I 85 'TA 1 FER OFF-SIIE 1.0.11711 RAH \ /- \ :i SELIAM REWIRED; 00 ROMA. CLIO 0y. ------.....„." OM PERIN) PM PO KAFUE 00 1 0 NO o STA 1 7,65 \ „ , THE COLIN. IS .T RELIABLE FOR THE DESION IN ANY O.- Alt LIC. FLED ' N 1161 -4 F. OFF3ITE 1.0111017 RAI /.. \ STA II•92.18 ...... gg. 1 616-12711,60801 VA 11.184 87 ...... WILLIAM P. MO . COU ENGINEER ....----- . ,- , OF-PAMMENT 0, RELIC WILMS I 1 .,_ I ,t PRWATE CONTRACT --- CALI. OF SAN DIEGO 1p .43 ...... D1Q COUNTY APPROVED CHANGES 9 2° . EEPAPT.1 OF PIALLIC WORKS 0.79 s•, N. ,- ST 51.22 00. RP .139 LPAIN , ROUNDABOUT CURB • APP:0.81 ,,,ATE PRIVATE STREET IMPROVELIEFIT PLAN FOR - / PER Otam ... VIEW .. DESCPPRON 1 OCALA I F.. cr2 ... I-1 • • .2016-.1.3.95 PLAN 1.1 •. STA 17 80 1,401 STREET SOME: PRP o c, , olISS., ROUNDABOUT . CURECIPR1VATEI 1-- , 7 68 C C , BENCH MARK STA 10+0000 TO STA 13+09.76 I RECORD PLAN < N.- SICET 20 RP LETA. .2. fl DESCRIPTOR ZHISEL. SOME IN OLE ...MI .0.. 0AUFOMA COORDINATE MIX 202-1779 6 1 KAAF. OF H.DWALL ON ALMNA BLVD. D I . ,,,..-...... “ . 77 R. . E. 000 01110100I0 • RAE LOCATION' -12/8.-- _E10ISL EB111453212- ...... L _ - ' 1 1_ J Michael Baker .„ IIT 0II * , BUSCH STREET 4. DATE' RECORD FROM 1970 ///,./. ..A. / (-1,11.84.1 P000018 -03 -50027 SEE SHEET 15 INTERNATIONAL MYR. 10191B EMILIA 110000

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460- 16 H. SOW IN 09.1% 14 HAt SIDIVISERWSPE— 460 PER GLOM PLAN PER 000110 PUN —r—POS2015,10661,30395 r—PEE2016-0031241-350.

450- -450 10+00 11+00 10+00 11+00 ROUNDABOUT MEDIAN CURB (NORTH) ROUNDABOUT MEDIAN CURB (SOUTH) PROFILE VIEW PROFILE VIEW SCALE HERE 1..2/ SCALE : NOM 1..20' 30' FEPE STOW DRAIN KRT. 1.4 FER WADING FUN - ---,E5-4EE SIMI] RR 0:61011300 rwoler•now-aom I .- \ OW PIVILE 1 I t RELCCATE STREET LI. STA 11 601001E01 0 0 PER OFT-SITE 11.0711T FUN

PAP POE r.S1'1E' 11.13,70111 PUN CONSTRUCTION NOTES CURB DATA TABLE IIP-66031 ,_ o \ STA 10.31. 0 AC PAVE1,011 PO, MAIL 1 MT 2 1 \ 1 8 t? EEARIWDELTA ROILS roma 11111 , (:)weracr 0 are RR MT 651 6" OM I ? i ® =ran Num are •An DITTER 5' ORB 2.- 12Z1FIE0) PER CETAIL 4 5tEET 2 ,orone'v 23.17' 6. ORB sr• 31 ,..• 5.CARS 10-00.Ci/ '-\ \ 11-00.96 00 AIMIAN SOUTH /02.02.18.9 6.ORD S g• coyB STA 10.2.62 1,645,212.5553 ,) 5.341.310.6816 O PER CET-SITE lifR5T0O4 RAN' J41'1.51, e

VOvERT ON' TVISTIN SaSFIFS THTPRIODIREMENTS' AS STATED 24 THE FINAL NOTICE Of APPROVAL FOR DA -550AL AND THE SIIOS000SÆON PRIVATE Srmccia. i MUN WVY - 4107 A • E 7/ 2 OF CORER Of RDINIASOUT R.O.E. ° sr• RA11100 STA 1214.50 00 0.601STAELT O. INSPECTION Fr, (S01101) CI ENGINEER or 0.ORK 1,043,287.6163 ' NsTI'10•51 E 6,111,262.3000 • 5000 • 21 COUNTY ° srcumnr REQUIRED: 21NtU 614- 021 Rilp Erg P0401 II ROMISOR 101/11 SEE DEET 12 RR 61.0AECUT THE cowry IS NOT RELIABLE FOR THE DESIGN 91 ANY EVIEWED 1858) 0A0 PLAN NO PREFILE 411r

, ....J.O.rwnlioN P. ENGINEER 17.7 .0) 0401 STEER DEPARIVENT OF PUB. • NAL -\\ -T 44111 PRIVATE CONTRACT

't NATIO 10 5 0 10 COUNTY OF SAN MOO 43 COUNTY APPROVED CHANGES 54• STORY MAIN ROUNDABOUT MEDIAN CURB I la OEPARRIENT OF PLIDIJO ViORNS •414 OPP:WED mr, cr) f102 GRAD. PL.91 No. DESORPTION PRIVATE STREET IMPROVEMENT PLAN FOR 16-12011.1- PLAN VIEW INTER ROUNDABOUT MEDIAN CURB IPRIVATEI C BENCH MARK STA 10+00.00 TO STA 11+25.60 (NI RECORD PLAN STA 10+00.00 TO STA 11+00.96 (S) SEE %CET 20 RR MIMS CALIFORNIA COORDINATE INDE% 202-1779 HARE: 'SCR'''. OF H ALL ON BAKER UJ ilixem0.1. MI /MOM. L _ Michael Baker Lor,BoN, 0_5 MILES EAST OF R1VFEIVATER SPRIT, BLVD ••••••44"44. BUSCH STREET OATE: RECORD FROM. 1970 SEE SHEET 15 INTERNATIONAL ELEVATION• 0Z1.936 LUTON- USCACS POS2016-1.01,11P-50022 MICHAEL

IMPROVEMENT PLANISI ' s•ft ''''''i ll0110,..1113111 41 1.11ffil t. i Vtgt1 iera F . STA 111711.01 STA RE70 00 .7 SA 9170.0C STA 070.00 '4111 IE:1 KEY MAP

CONSTRUCTION NOTES OCCHOR. 111S W 6' O. MI ATTU MR SOISS GEM CCM." TRESS TANIER PER MO 4-12 0 CCEITEIE SKEW. FER EMIL 2 90C12 CCM., V 0R14,u SIM 601 COM. FEUD O.ffl . GOWN M.IFIE10 PER .94 STA 1 .0 MAIL 4 MET 1 131611:10 2?:2 13.2.01 STA 14ESS.00 A A119. 1l ROLM OM TO OAR 1.10 OMER TRASITICH (.10171W POI DETAll 5 sin 2 1V4i1Ar A :Big OA.. AXE.. RAP PER CETAIL SEE7 2 1 MT.. 11i1/01121 COES PER WAIT C6-21 461 55 / \_Eurd-z: MHO. OEM. STRIPIAG FOR CEP 444 RHODES LANE RHODES LANE OAS. MITE slim (PR NATE) ® Win FS485.37 .465.49 i SL' 4611; TS 4602 .161.0 51.20 , Afri -711- r CURB DATA TABLE - ENSWORTH WAY v l fiHODES LANE - SWEET SPRINGS IS4Rl04/00.0 ROILS LENCIII TOTEM IOW DRIVE CROSS GUTTER RHuDES LANE - HUBERT DRIVE CROSS GUTTER RHODES LANE - GRIFFING DRIVE CROSS GUTTER 6.72 0273 k SITAR SCALE:11HG RUED OAT • CURER AllED CURB INVISITICH CURB DATA TABLE RHODES LANE - SWEET SPRINGS DRIVE CURB DATA TABLE - RHODES LANE - HUBERT DRIVE CURB DATA TABLE - RHODES LANE - CUEING DRIVE 6' OM • OMR 14.76 6' COB k EEARIA.ELTA ROILS .5171 TAMEN! ISTRI.00.14 ROILS LOATH 410 ISIR11.171751 ROSS 11.111 'ANENT GISLER 27 CURB 2 GLUTS (OA 1.0 320 15 2.CO 6. ANS 5' k GORR 6. CTRS 11.71' 10.03 14.711 6' OAS 1116.68 PILLED .3 k GUMS 1113.12S8. • 0" ORS 15 O. OM ROILED WE PA/SITIO, 4.01 0173 11 13..8' 16 x 04' w 0' OSS 21 ROLM CUE NO GINTER 6. CURS O. OAS 17 SFS R01.1.170 CUE TRANSITION 4.71 12 5' OM 1000001.0 ROLLO, DAB INNSITICN VAIN. IMO 1.1 000D4 11912016-00... /454.04'01.0 RCA= OM OMIT. L RET INING L4. OS1 11111111144 RIR POS1016-01.111.1-30155

54' RCP 51400 CRAIN R7 QOM PLAN POS1016.21.501. le IEEE SSW 014111 PER 090115 HAS 1.2016-1110517.05

5 RAMUNDO WAY I I al MI I I I I I Ilk WOIM IS' HEE ST. MIN 1E5168 ST ele_ -PER MORS PLO PD4016-L03•12-511NS 1 CERT. THAT THE PRIVATE .40 IMPROV.ENTS II 468 80 SHOWN 011 THIS PLAN SAT1SFES THE REQUIREMENTS AS IS 466.10 Gi SATS1 IN THE FINAL NOTICE OF APPRO. FOR . FER 0711/110 FLAN AND ITIE STANTOROS MOTE STREETS. POS2016-12.10.195 RAMUNDO WAY 7/.01

IC 468 64 SW 466.14 INSPECT. OE... OF WORK Ej COUNTY 5000 FS 466,2 FS 467.97 SECA,. REOUIRED:

g 2;3 814- 23 YES 1CAN 482'1 6 ENSWORTH WAY CROSS GUTTER O HO 1. COUNTY IS NOT MARE FOR THE DESIGN IN ANY 858)

4 .. ThRENTERETA CORN, ONLY. ( . RAMUNDO WAY - PORTER TERRACE CROSS GUTTER RAMUNDO DRIVE - ENSWORTH WAY CROSS GUTTER . 002. i 114 l'.10 ---e= rurt,dr CURB DATA TABLE - RAMUNDO WAY - PORTER TERRACE CURB DATA TABLE - RAMUNDO WAY - ENSWORTH WAY PRIVATE CONTRACT OARNS/C0.0 RIDIUS LOGO 11.1001T 0 01811.00.0 RADIUS LOATH 1.7NT 18 51.4S'25• 0' TO 6. Ct. 1.11SITICH MIER OAS .1111121 COUNTY OF SAN DIEGO 43 19 78.00 43.58' AILED 0121.11TER 21 19.4S' RCA. & GUTTER COUNTY APPROVED CHANGES 19 PEW.. OF PUDUC WORKS 9.50 ROAM 003 & .TER 100. DESCHNHION C170S5 CUTTER DETAIL FOR: INTERNATIONAL SWEETWATER PLACE

BENCH MARK ER RECORD PLAN CESCRIPROK CHISELED SQUARE RI ME NORTHWEST GOOIER CALFORNO 000101.TE INC. 202-17. OF HEADWALL ON .4.11ACHA ISO& BAK 10 5 0 10 LOCATIOTT 0.5 11105 EAST OF SWEEIWATER SPRINGS 13.0 Michael Baker EL RECO. ER. 1970 SCALE: 1 1.10' INTERNATIONAL ELEVATION• 491 930 DATUM LOCA. POS2016-1.11P-50027 MICHA

IMPROVEMENT PLAN(S) Jf1 11 ltrairil ta

INIMM •

' KEs:;AP SCALE: 0.1.0.

CONSTRUCTION NOTES CI COSMO CRES USER FS SOW 9-12 0 DIESETE SIDE11LT FM MAIL 0 SIM 2 @COMBO V OM EU SEPSO 4-01 @CONSTRUCT MED CVO MO QUER DEDIFIM) PM DETAIL O DEET 2 @MEM. V TO V COB IRA:61TM KR MAIL 6 WET 2 @I:0619001 11PE ORB DIP 1131.5:13 01214 @COSMO PEDESTRTRIRDP PDI MAIL 7 BEET 8 INSTILL IFOCARED 0023 FM OMR 0,-21 ®1160,11 OMR.. OMR. SIRIPING ROW MP 1 STA 17441 IM:13

BUSCH STREET 1.60 FS 465 56

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FS 464.06 4! ° 51440 N, FS 464.84 FS SSA

PI I CERTIFY TWAT THE PRNATE ROAD IMPROVEMENTS OS SHONN ON THIS PLAN SATISFES THE REOUIREMEHIS AS WG

0 STATED IN THE MAL 50110E OF APPROVAL FOR TM . RHODES LANE - BUSCH _.5.5.136. STREET CROSS GUTTER BUSCH STREET • ROUNDABOUT CROSS GUTTER AND THE S10444141115 OOR.OJSIOORE STREETS, 5L SCALE:1, 10

.-3 DATE 7/2 rit

-0 R.C.E /

1 CURB DATA TABLE - RHODES LANE - BUSCH STREET CURB DATA TABLE - BUSCH STREET - ROUNDABOUT INSPECTION BY: ItID ITAINGRILT, MOMS MGM 1020I1 0011 TEARDE/CELTA PADRE 1116111 IRMO' 0 ENGINEER OF WORK -1527 44 0 2.90. - 11. RI 6. ORB 1RO0S11101 ROJED IRMEITIEN SWUM 6' WEI 21 4.00' 0' .9 8..9 SECURITY REQUIRED: ROTTED 010 ITONSITI00 YES O 89.59'56. 10.80' 1.01. 10.CO. V ORB ROLLED OMB IR4N511101 V-01719 24 0' ORS DSO 6. 0.150 25 RELIED MRS IRNETTIO, C0141Y IS NOT REL1ABLEZ THE OESIGN IN ANY 7 A45.511.04.0 - 8.00' - REIM 088 l OMER 0.3.48,11. ROLLED UPS GUTTER 81-1-1Nq WILLPIA P, MORGAN, DOREEN V C. DEPARTMENT OF RIRIE WORKS V OM 11 0e00.10. 28.03' 1.00' 1.00' e TO V OM IRINSITION PRIVATE CONTRACT 13 10.13'53. 28.03' 5.60' 2.51. R11.10 .0 'EMMA 14 CI6.54.51. 211.CW 3.3V 1.69. KELM OM A OMER COUR, OF SAN DIECO 43 15 60.35.19. 19.80' 10.57' 5.114. BILE ORB it OITTER COUNTY APPROVED CHANGES 10 20 DEPAROMIO OF PUIEIUO WORM 18 N19.56'05.11 - S.SE - R.ED OM A BR. API OVE0 DATE 17 44.25'06. 25.00. 21.71' 11.43' ROAM OA. A ORTER 01 DESORPTION CROSS GUTTER DETAIL FOR: 18 50.35.02. ICI.00' 10.57' .e4. RM. 039 A DRIER SCALE: 1 .10 19 0140.56%/411 - 8.71' - ROTLED OM A OMER SWEETWATER PLACE BENCH MARK RECORD PLAN DESCRIPTION CHISF1 MARE TNE NORTHWEST CORNER CALIFORNIA COORDINATE MOE( 202-1770 OF HEADWALL ON AAALACHA BLVD. 0 5 SIRES EMT OF SNIFETWATER Phan.. 0,55AFASooll LOCATION. SPRINGS BLVD Michael Baker MANEANTLcom DATE RECORD FROM' 1970 wow,. INTERNATIONAL. ELE,1l00J. 0919E3 DMA, USr[FOR 441. POS2010-LDMAIP-50027

IMPROVEMENT PLANISI 475- 475 1 13 RV 1 2 5 II CO 11.03 ',co .. 15 1770 4111111101ailik s s 0. e 490- . 3.79 3.79 3.7 3.79 490 :---..s e g 'i _is., , K e S EI --a g e •-' % ...-% e •r4,. - we Eon - ti , 470- -t0 4 4 0 -.7, KEY MAP ".I.' mem surc -470 f2 --44.. --I NG GSM 1 .25 II 4.01 PL1POSED itj - ._, 480- TC -480 CONSTRUCTION NOTES @MIRE, RIALED 0.42 /JO INTTOT WITTED) PER EMIL 4 REEL covrrrarr ME 'CI WS MP PER SAM 0.-21C 0 MORO PEIESTRI/NR414 RQ, [(TAIL 7 SLEET 2 465- -465 IMENED COES POI WPM 42-21 LEFT CURB RETURN LEFT CURB RETURN ® THRILL oxraterut. 60SSEILX STRIPM POI CSP 4111 -475

3.98 6X7X 9)0.0 11 COI 11 CO• 11 03. 11 OE 490- , ... reakm -490 al S 11.39 11,01 10.14' 7.01 - F - t ,I 4 131 011 - 4 ' wv 470 -E. 'a. ..i 7 7,:wigum--- -470 ISTRE 00LE g.,5!.. 3 _ a 1 ,w& oi

MEOW LC 480 -480 MOO. T i 1

465- I 465 RIGHT CURB RETURN RIGHT CURB RETURN

RHODES LANE - RAMUNDO WAY CURB RETURN PORTER TERRACE - ENSWORTH WAY CURB RETURN PROFILE VIEW PROFILE VIEW M.T5. HOWE NM vERT. INT vERT 114

it 461 01 _ CURB DATA TARE - PORTER TERRACE - ENSWORTH WAY FIENTDCRELTA RIDITS 1/341114 1/42,10 • T ° 11 10.31 DIMITICN 11 .4 .04011 0' ORB FS 480 RAMUNDO WAY STA 0414.48 84003 65 13 nseol'orE R03.011 0.16 IRINSITICN FS 457.51 , MUSD ORB 11001514414 12 F5 467 21 ! I FS 48LC31 maux 15 0' MN 11242 16 SPIEOR 10.t0. 10.73' MAID 0.14 110.161i101 LC 481.55 r / 11 43L I 51, 4E11 ROLLO Ma • CUTLER FS 41.05 ES 40 R444'4T14111 it 467.5, FS 0015 rs 44.65 150.73

WAIT ' 1 CUMIN THAT PIE PRIVATE ROAD INPRENCVENTS AS 11440N If* ----- SHOWN ON 145 RAN sosrms PIE REOVIRMENT5 A5 465 03 STATED IRE F1141 NOTICE OF APPROVAL FOR TM _SM. LT 19.0 AND THE STANGIRDS F frATE SPILL,5. rs 13641411 UT 0 TE 40.76 FS 40.26 / 116.67 jr 04PELSION ENGINEER OF WORK Li RIMS o IC 466.88 cal coum FS M.35 EUA 38 RT 11.0E SECURM REOURED: yE5 EUA 24 2.01 2.03 EUA 110 PCRIIR MIKE 111 TC 465.66 FS 466.3S 4':L° COLINEZ NOT RELIMEZ THE DESIGN IN ANT ,T , -411/-14wwwwr---4.4,13411E: RI i RHODES LANE RAMUNDO WAY CURB RETURN PORTER TERRACE - ENSWORTH WAY CURB RETURN - ----r farisTEnt( PLAN VIEW PLAN VIEW SCALE rinr suLE: voz PRIVATE CONTRACT I 0 COUNTY OF SAN DEL4 43 CURB DATA TAEll - ANODES LAAE - RMAJAIDO WAY COUNTY APPROVED CHANGES 21 DEPATMENT OF PUBLIC WORKS ams 84,111/404ELT4 RAMS TAM TATIINT .443 0LIED °A. DI-SC.110N ,t stop 1, 11E CURB RERAN PROFILE FOR: ROLM WS It ETTER 0' TO 6' ill/NSITIO1 SWEETWATER PLACE 4.00 2.01 BENCH MARK 4.131 RECORD PLAN RUED CUM I/ ORSCRPLION: GIGS= SOUARE_WASIE NORTINEST CORNER CALIFORNIA COORDINATE INDEX 202-1710 ELMER OF NEADWALL ON JAM.. EMS. PRIED MRS 0117E0 NAIR: Q. 10 V IRIMITIO1 L0c444. 0,5 NIKES FAST OF SWILITRATER SPRINGS em o• Michael Baker RC E. 0. 10 6' TRONSITIEN DATE RECOM FRON. 1070 wo44404 INTERNATIONAL 10 R4LED OUTTER CLEW/MOW 420 434 042N1fl: USCROS PDS2016-LINAPP -50022

IMPROVEMENT PLANISI

-470 1 , 470- - irdiiiiret 04240,54,0C III 11111Eakt

KEY MAP' 460- -460

CONSTRUCTION NOTES TS,. ORME 0 casnan rar •G• r 018 MO =la PM SSISO 6-02 - ® 0161111-1 RUED C158 MO DETER wan) RR COO. 4 SEET 2 ONSTRUCT MUSD 005 TO O. MD GUM TRINSITHN (num) PER 450- -450 CIETATL 5 SHZEI LEFT CURB RETURN @WORDS FEDIaIRTAN RAP PER DETAIL 7 S(ET 2 usrIa. TRIG. DOIES 10 CONTI 15-21 470- -470 @INSTAL MUM, OKSHILI4 STRIPTIC PER ESP 4041 1 IT.DD Tel , ITYPit

1 1 4.11 23.5e 8 2 490- 11. -490 ,,.. ___,..„ (id I 460- -460 ... . • W M i T ,. 0:: l.,, 480 r • 1.,, +1;11 05 -480 TUT FOP= TO/ - --- - , -

alsrm aika_r 450 -450 , RIGHT CURB RETURN ENSWORTH WAY - CURB RETURN BUSCH STREET - CURB RETURN PROFILE VIEW SCALE' NOR. rob PROFILE VIEW VS, 1, 7 STD1P,70 RT 12.O3 00 IRMOITICN BIS04 STREET TC 457.66 '7170 FS .7.16 CURB DATA TABLE .1116/cara RADILS 0.041 NNE 10-LED D18 6 OUTER ao awslitot KUM 0.138 6 DIM ROLLED CURB TFONSITIOS 0/13 t SUTTER (0. ISLET)

PM STA 11. 10 2.51' 10) ED OM SOIDITICA le OPE STOV CRAIN LT 13.52 SUTTER 16 11104 MIR ORB t 00 MOM PL. LOIN TR/SKITTER 12 1.67. 42.11.1 13.71' KLUX WO It MISS 1 POSS016-0001-30395 13 RUM.. COTTER 9 17.31' ROJ.LOom 161T110

201 RC4110 ORB IRA/SITIO, 10.11. 1e M. OCR) 21/ ,0= ODS 11 era Ilk 0 VIM 0 17 2.5e 7/ RUED OM TRMISTI10.1 0 18 4.6 ' 4' DUO RATER S1E Y Ll 10.00 24. ISPE STD. CRAIN Mal SWEET PER ERODIM PLIAS IC 457.49 062016-L000-005 FS 456.. I CERMET THAT THE FRNATE ROAD IMPROvEmENTS AS BUSCH STREET SNOWS DR THIS PLAN SATISFIES THE REOLIIREmENTS AS 11:00 STATED IN THE FINAL OF APPROVAL FOR _5550_ AND THE ST DS RPIATE STRIXTS.

'ASPECT,. SES: EECIN TRANSIIHN o ENGINEER OF WORX DE1 COUNTY 5000 IH' 35 SECURITY REQUIRE. B14-

TC 457.51 COVES FS 457.01 ENSMERTNWAY THE COUNTY IS NO7 KUM. FOR THE DESIGN IN ANY 58)

SA 11.3 (8 le 478.91 STA 11.24 76 UM'S ONLY. TC .7.53 .478.91 RT 20.02 FS 457.03 OATE; BM STREET ENGINEER ENSWORTH WAY CURB RETURN It 457.57 BUSCH STREET CURB RETURN NAL FS 457.07 IO PLAN VIEW PLAN VIEW PRIVATE CONTRACT SEALE SCALE. 10 5 0 10 COUNTY Or SAN DILOCI 43 CURB DATA TABLE COUNTY APPROVED CHANGES DEPARTMENT Of PUBLIC WORKS 0errs. ROM UNOTN WISE. APPACNED SCALE: 1, 10' CURB RETURN PROFILE FOR: MARRO/MU NO. DESCRIPTION INTERNAT N37'51'43'11 MAIO OFR l SUTTER SWEETWATER PLACE 61. 35.51• RUED 0.1131OUTTER RSKLED OAS IRNOTTICH BENCH MARK 6. TO e IRINSITION RECORD PLAN OESCRIPTIOW CHISOAD SQUARE IN THE NORTHWEST CORNER MOWN. MORD.. MOD 202-1779 681. 28.43. e CIRB Of HEADwAs1 ON SMIACI. BLVD. BAKER 01.31}ronal Mau Prni Son Oft, L.1124 LOCATION 0.5 MILES EAST DF SWEFIVATER SPRINGS BLVD Michael Baker 1970 DATE: RECORD FRG. PDS20;71•14.11P-50027 INTERNATIONAL EIEVATION. 491 93a MICHAEL Ft \MAT* \ 152,11 8•00•TAITANLMVPIPATE 11PR4TVEIENT 5,111•23-152741-104-251-080 PITTMAN, NATSIE 8/5/2019 , 25 AM

. - WEE ATER SPRINGS BLVfi(PUBLIC) — 1 _

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17. m L Lif(:Irjx( 1N3VGA (S)NVld MICHAEL BAKER INTERNATIONAL HIM 614-5000

IMPROVEMENT PLAN(S)

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MAP 9234 MAP 8234 MAP 9234 4 6 6 APN 606-640-04 A PN 605-640-.06 I , WARMS NI 1 APN 606-640-06 RR CRAM PUN ------' ------_ _ __ - - - __ ---- L --- F052012,CO1.33705- - _ _ ------_- 0 0 . ..-0.-- ..-• : \ I -''' 11 ' - _

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18. NYE 8100 1 cm, Atn7 'Air Am TE ROAD IMPROMAENTS AS DRAIN PER SHOWN ON MIS PUN SATISFIES TH REQUIREMENTS AS 0001IG PLAN STATED IN THE rim. NOME OF APPROVAL FOR Q4 _55.55_ AND THE ST DARI 15 PC62018-L00ILI.025 ;IR PRNAT STREETS. 4 DATE; WC,'

INSPECTION BY: 0 ENGINEER or WORK (3)Coutry SECURED' REQUIRED: VES EUA 97 EUA 98 EUA 99 EUA 100 EuA loi EUA EUA 103 EUA 104 j_ EUA 105 -L 102 l 0 NO DIE COUNTY 5 NOT RELIABLE FOR THE DESIGN IN ANY MATCHLINE - SEE SHEET 27 NV ONLY. MECHANICAL RESTRAINING JOINT WATER DATA TABLE NOTES: DATE- fill-119 I. OMER WRIT LAITOIAL MONO, TO INTO1 BAIN ROLL EE ...... 801rWILLIAI7ING7 OMAN ENGINEER DEPARTMENT OF POE. woroN DATA TABLE 0 LEARING/OLTA NOM LIMIN 0011 PRIVATE FIRE AND WATER 087110EIE0 PEI .93 11-01. EAU SERVICE LATIRAL 040 I 105. 55'04. 9 140.53' 8. PVC C9C0 CLASS . IIATIR SUNNI IETER SIM, LE ONSITUCTED 00 ACCESS CRIVE STATION FITIRG ME RESTRAINT WON MOTTECTIRAL PLANS. PRIVATE CONTRACT D. 140.50' 6. PVC OX0 0,4 305 IMPROVEMENT PLAN ROTS LAY 10.48.00 irArAC TR 3 525'56'05h 137.00' S. PVC C9C0 CLASS . WO LME 11.52.00 !Ned. TEE If 101.114 .01t COO. OF SAN MOO 43 25.73' 6' PVC 2900 QAT 305 20 10 0 20 40 co COUNTY APPROVED CHANGES COUNTY NOTE 711' CEPARTMENT OF PUBLIC WORKS 114TES LME 11455.00 6.x6. x6. IQ 10' 5 n25.56.01.5 20.co• 8' PVC C900 0,4 . MOMS WE 13.12.03 extrx21. III 8 N25. 56.04. 4 12.1.36' 6. PVC 0203 CUSS 305 NO DESCRIPTION APPV . DATE THESE PLANS HAVE BEEN RENEWED FOR PRIVATE FIRE AND WATER IMPROVEMENT PLAN MR: ROTS LME I5H5.03 0. x6. 18. TIE 7 164'03'56'E 150.CO. 15. PVC COCO CLASS 305 SCALE: 1. 0)13• BONDING PURPOSES ONLY. RITES LME 13..03 11. 01.AS. TEE 10' 8 NS4'03'58'E 100.02' 8. PVC 0S CLASS 305 SWEETWATER PLACE BLUR STREET 9.56.00 8. 4%6. TEE 10' 9 N64.03'561 129.01' r PVC (TO CUSS 305 BENCH MARK OW STREET 272.00 21. 3,5'oe TIE RECORD PLAN 0.601 SITU 942.00 8.1,8%8' TIE 12 OESCruntion. P1.69Fi rn 5005Ar in PE NIPTHWEir CORNER CALIFORNIA COORDINATE INDEX 202-1779 OU. STREET 9.95.00 6.A. d . . 10' NAME: OF HEADWALL ON ...CAA BLVD. /160.0005 /WOOL 0 0.E LCGT1ON. 0.5 NUS EAST OF SWIEFTWATIER SPRINGS BLVD Michael Baker 4 DATE: RECORD mon- 1970 INTERNATIONAL ELEVATION 491 R35 MSO.S -7* POS201.;:-036.11P-50027

IMPROVEMENT PLANISI

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SEE VALVE ANT F1TTO6 MA FIRE DATA TABLE IFTAIL 70 DC RICHT EFARTIGAILTA ELNHUS 00610 6' PVC C903 0.75 3C6 B. PVC 603 0,SS 54 . STON A14.40.24. 0.3 CLASS 305 CRAIN . A1410.24' r PVC 0.3 CLASS .5 010. PUN 6930 0,SS POS2016.00-34195 N64.63I56I 16.69' 8' PIC C903 CUSS . 1.12.3.55'59 W e PVC CNC CLASS a' PVC MO CLASS S35 SEE NIT 30-31 8. PIC C960 0,7 . LT 5. EUA 53 EUA 58 EUA 55 EUA 56 EUA 57 10 164•04GrE 0903 CLASS . extra' TEE PLAN NO PRIME 11 8. PVC 603 CLASS . TP 460.53 Z1010003® /2 09(0 CLASS . LT 13 197.17' 8' PVC 600 0,5S . rx8,6' TEE C) SEE SNIT 35-7 FIR C930 OJSS 78•03 I WRING SE1ER LT 8.DJLM ® 15 6' PVC C900 cuss 305 8,8Tre. TEE 11:Zig ir 8 DAN PIO PRIFILE 16 6. PIC C930 0/SS 305 V 459.50 Cr 0L.r6R.09. 17 8' PC 0960 0_ASS 366 la 6' PVC 603 0,55 . EUA 113 ELIA 112 EUA 111 EUA 110 'IP 'I' _C) I CERTIFY THA THE PRNA7 ROAD IMPROVEMENTS AS SHOWN ON THIS PLAN SATIVIES THE REWIRE.. AS STATED IN THE FT./ NONCE OF .PROVN. FOR TM _5503L AND R PRIVATE Sr.., C>gAL'I' VCII; THE 5. 6.1r6.x6' TEE I IP 462.25 I 1.1.0.0 if 411.257n ig7 INSPECTION B13 0 ENGINEER OF WORK

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uu, 8) 0 00 j THE COUNTY 15 NOT RELMBLE FOR 7E DES. IN ANY MATCHUNE - SEE SHEET 28 NOTES: MECHANICAL RESTRAINING JOINT WATER DATA TABLE 1tR'0l 912 185 I. WATER VV. LATOTAL MEMOS 19 WATER WIN SHILL EI -..; E01 .'"'1V : "L1LMTE R DATA TABLE 1709144/3ELTA WIRE 100111 lEtE ONSTRUCTED PER .93 WS-01. WATER SIVICE LAM.. R WARR swim 1E119T 5101 BE 03115TRICTED 1131 ___Earmum II;CTREAN 6 47 ENGINEER ACCIITS DRIVE STATIOV Firm TIPE RESTRAINT 1.130111 1 1.'55'041 13/.00' 6. PVC CSOD CLASS 305 NICHITECRRAL R/16. PRIVATE FIRE AND WATER ONAL wan WE u.n.00 8. x6... TEE 12' 2 364"03.56I - 30.30. ST PVC C603 0_75 . PRIVATE CONTRACT TI 110IS WE 1075.CP 6%6'. TEE 10' 3 N64.613.56I - II.. 6. PVC 6903 CUSS Jos IMPROVEMENT PLAN NIXES IHE 1027.50 8887' TIE 12' A14.40.24. 2813.00• 51.7' 6' PVC 0903 CLASS . 5 614'40'24. 211.CW 54.04' 6' PVC . COUNTY OF S. 0E00 43 .1703 WAY . 7648.50 _ exerEF TEE COUNTY APPROVED CHANGES COUNTY NOTE DEPARTMENT Of PUBLIC WORKS R4703 WAY 701.50 6.86 x5 TEE 10' so.u' 6. PC ONO DASD . 25 .7 R.I03 90 aua.so exexe 111 12' 105'55'71 60.7' 6. PVC C501 CLASS 305 NO. DESCRIPTION OATE- THESE PANS HAVE 1701 REVIEWED FOR PRNATE FIRE ANI) WATER IMPROVEMENT PUN FOR: MHO WAY 016.50 6.K6'w6 TEE I1 95 55 591 68.00. l' PVC ma ass 305 SCALE: ROM.. PURPOSES ONLV. INTERNA

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DAM HAEL INTERNATIONAL P1720 11.-86.1.-5CO27 ELEV.. 011 321 DATUM. 0009504 MIC

IMPROVEMENT PLANISI

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Itt ONLY. 1E58 MECHANICAL RESTRAINING JOINT FIRE DATA TABLE PPP ,OATE. F1•14.111 20 10 0 20 40 DATA TABLE 0 BEARIMMTA RADIUS awn, X011 PRIVATE FIRE AND WATER ACCESS (RIVE RONA FITT. TYPE FESTRARR N64 01 011 201.01' 6. PVC 0300 CUSS 305 N64.04.01 E 117.92' Ir PVC 0300 CUSS . IMPROVEMENT PLAN t SULL 1 N20 PRIVATE CONTRACT TIONAL PORTER IERR. 15.15.00 8%6%6. TEE 622.31.0.6 B. PK CCOD CUSS EX.:RIR WAY 14..00 6..3.16. TEE 6. PVC ESCO OASS 305 r.• COUNTY OF SAN CREDO 43 EASKRTH WAY 16.5.76 45. 1.43 N13.25.37.E 6. PVC C309 CLASS 335 COUNTY APPROVED CHANGES COUNTY NOTE 26 DEPARTMENT OF PlIBUC WORKS p..cyvc MACRO NAY 16405.01 45. 10' N64.04'01.E 137.68' 11. PVC CSCO O_ASS 335 FX.CRIN WAY 15.43.43 4.5. 10' 66 DESCRIPTION A",rE° 366E 111 P1.15 NAVE MEN REVIEWED FOR PRIVATE ORE ARO WATER IMPROVEMENT PLAN FOR: N64.04.01.E 132.CO. PVC 603 OASS DONIS. PURPOSES opcy. INTERNA ENSMATH WAY 15.3.76 45. FOO 11 6. PVC E. CLASS . EN.ORTH WAY 17439.81 12' SWEETWATER PLACE N67.03.17.E 24.27. 6. PVC OJSS 335 BENCH MARK 06110RIN WC( 17.365 evrel.-TEE 10' 6. PIC CSCO CLASS 305 1:16163. WAY 17.6.50 8.1[61%X. TEE RECORD PLAN 57.73. O. PVC DICO MASS 305 HI5E1 ED ROI ORE NI TIE NORTHWEST CORNER CALIFORNIA COORDINATE INDEX 202-1770 NAM OF HEADWALL ON AWL. BLVD. BAKER 1115000.10 Mr *waft Michael Baker R C E 100011014 0.5 IN,S EAST OF SWIONIATER SPRINGS IL. WE' RECORD FROM. 1970 &moon P.. 01 INTERNATIONAL HAEL ELEVATOR- 191 03S DATUM. OSC.S - POS2016-1.0.0-50027 MIC

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18 CONSTRUCTION NOTES EUA 96 0,!" 99 911-1 0105 SOO r 45' ROO 'R1 :® 1:16-r,: l7 1711'. 1ESTI1 : A 1711N ;77 pa mu Ea. 4O.S6 PM DO WILE 1 0u. p, . 011 600 .S.1TO,!;;P-i9c) @INSTALL mov-ar VALVE MI MD wa-o 45. llS1A1J. OM WOE PER SO. 5-5 EUA 95 TP 45.5 EUA 91 EUA 90 ELLA 89 EVA fla EMA 87 EUA 53 ® 98 24: 1315 5156101810 EUA SOLEN 1131 PO 101 ERADRG RAN LAMSCAPC PLIAS P056201600-16-05 \- 00. nnE ST MIN M IE1111115 TALL 06111118 NOTES: PER 011.01IC PLAN PLIS20111-LDSPA3-3505 PES7315309181-355 1. TATER STRVICE LAM. MMETTIOl TO NMI 000111900101 - COSTRI.C. SERSO 10-01. TAM SERVICE LATERAL 010 OMR MY. SOLL PE COSI.. PO APCMISTUPAL RAFS.

Aare FIRE DATA TABLE 600101M5310 MMUS MC. NNE 6' PVC ,503 MASS 135 Pyc 503 MASS 305 N54 04 '01% 6' PVC C903 MSS 305 75,34/ S' 503 CAMS 333 i7 i _ •=1 1164:04.66 15.97. 6' PIC 3933 CASS 338 105. 5 04. 11 25.64' 6. p5 .0 MASS 305 17 62.3359 6/ PC C903 CLASS 305 111.1111111 N .... 0.11111111111111\111111 WATER DATA TABLE 11111128111.111111111111.1111,_.7 0 061110/51.14 1100110 0601 10141 111111111.111.11 1 115 56 91'11 - 15.08: e PVC MI CLASS 35 11111Mm...."------10051, 2.11 33.31 5 MC 530 CL... , .... 019 - 416.5. e PVC 0303 MASS .

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000....A00, ONLY. 1858 61101010 &Cr' 8 1 '4 MECHANICAL RESTRAINING JOINT -...{.331.1 P. 1:47.00r0U,.52 ENGINEER OF INg& NAL PRIVATE FIRE AND WATER DATA TABLE IO AMISS 51, STATIOY 11 IMPROVEMENT PLAN PRIVATE CONTRACT 76 m ''''''101IP ''''' SOLE c.5. M., OF 5644 DIEGO 43 NAT 13USIN MET 11/31.64 4'.5 SSS 10' 20 COUNTY APPROVED CHANGES COUNTY NOTE DOMINEN7 OF p5500 1090110 Mrs .01 STREET 11,72.19 ‘5 ''''S ECM STREET 11•72.49 45: 4E' Il• NO, DESMPTION DA PRIVATE FIRE 4200 WATER IMPROVEMENT PLAN FOR/ 'Tv' INTER I.S.5 0. . ''''2.la O. 1-T20• DONO"' ING' r1.31POSAS'ES "'ONLY. 4S4'" SI" E"...P. '4,0.0 ..164.. GLISTP STMEI „ r. 15 SWEETWATER PLACE BENCH MARK ER RECORD PLAN DESCRIPTION PN185 51 SQUARE IN INF POMMY CORM, CAUFORM COORDINATE 5060 202-1779 NAME OF REAM. ON AAA.M.NA PM. BAK Michael Baker R.0 E LOGATIOP 0.5 MIES EAST OF SYM-1,81113 SPECKS 51/0. OATE: 1.05, FROM 1970 11010TIMII rm6 INTERNATIONAL POS2016-USALIIP-50027 ELENA/10N. 491938 CAMP PP.. , MICHAEL

IMPROVEMENT PLAN(S)

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10+00 11+00 12+00 13+00 14+00 PRIVATE SEWER LATERAL DATA TABLE SEWER "A" run i g„ 01*1111 E 31 P. 51..65 5 . .rc ITET . 6141101 ER PROFILE VIEW $15 452.67 1.2 12.01 155.60 20.21 ..ES 6.00 STA 1.0.31 '1 ey?,:,%:;',1;1 (61C, %AEl Ham. 1, 20' 116 452.21 1.2 12.01 456.32 2:2.12 462.30 6.03 STA 15.31.42 ::.,2::74Z 4,..1C) 117 451.55 1.2 12.01 455.75 10.61 ELM 6.00 STA 12.67.42 4,1,70:1g: (1.7, BUSCH STREET SWEET SPRINGS DRIVE HUBERT DRIVE . SEE SI-EET 38 SEE SFEET 41 SEE SHEET 42 115 5125 1.2 11.01 455.45 te.n 481.40 6.00 STA 1037.10 ',' ;12,:rnjT:2 ek„..%

EUA 6 EUA 7 EUA 12 I EVA 13 110 451.62 1.2 1240 454.48 13.0S 460.68 6.03 013 11478.33 1.es:3:1S0101 4,..,.T, 120 450.11 1.2 12.00 454.55 17.62 450.56 1.00 STA 11141.60 121 mi.«, 1.2 12.03 453.05 m.o. 450.95 e.co sr', x,..7.42 02:1:2.04: (k,T) III 141.10 1.2 12.1:0 4.53.6.1 U.= 450.64 6.00 STA 10,55.67 ::ZZ6 100T)

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1 ERT1, THAT THE PRIVATE RO. MIAMSTIENTS S OWN ON THIS PIAN SATHNIES THE REQUIREMENTS AS SaTIETaN THE FINN. Tex CI API;XNAL FOR _ASOL s TE .

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1 CFR110 THAT THE PRTJATE RC. 14PROVEMENTS AS SHOWN ON THIS PUN smsfxs PIE REOUIREMENTS AS STATED 41 THE nNAL NODGE OF APPROYAL FOR 714 _54503.- AND THE STAN FO PI WATE 516014 //NI' OATE: e/7"A

- INSPECTOR BY: ÏU 1:1 ENGINEER OF WORK CPPITi' 94'1 TA 22 awry 5000 EUA 78 EUA 77 EUA7Y EUA 75 sEcusare a rtak 1 814- TCHUNE 0011 siOO RAMO WAY MA COIINTY IS NOT RELOOLE FOR THE DES. IN ANT SEE SI-EET 32 SEWER "D" 0-011V ONLY. 03581 DATE PLAN VIEW 20 10 0 20 40 --lei BAUM PNIORGAN cLAny ENGINEER DEPARDIENT OF MOM .40 NAL PRIVATE CONTRACT PRIVATE SEWER DATA TABLE GOUNKOF SANINE. 43 COUNTY APPROVED CHANGES COUNTY NOTE 35 01.12114ENTOF P129111 WORKS 40643 40. EEARINOOELTA ROILS LOGIN 101.61 5. PVC SCR-55 NO. DESCRIPTION THESE PLANS HAVE BED4 REVIEWED FOR PRIVATE SEWER 71.011 AI. PROnLE FOR. 64.414.01.E 295.0W DATE INTERNATIO 64.04.01. E S. PVC 413-35 BONO. PORPOS.ONLY. ENSWORTH WAY (PRIVATE) BENCH MARK STA 10+00.00 TO STA 14+00.00 ER RECORD PLAN OSOSPTÏOTI EllSfl1O SOUPITU ;41%310-1 2114STCO.ER CAUFORNIA (9001101.1E INDEX 202-1779 , . BAK Michael Baker Pnan rta,[1.3091. LECATION. 05IATIES EAST OF SWEETWATER SPRINGS 01.113. OATE REGORD 1970 woo., evm INTERNATIONAL ELEVADON: 101.931 OC1UU 1.1S1AGS 7=7_ -9-yrk POS2016-100.11P-50027 MICHAEL

IMPROVEMENT PLA NIS)

500- -500 .... I - ...... -- ) ...... ,ffp :1771 : i . VoTaaaria-40.111111E-1-,,,; ES Mana.M ...... ,...... L.IIIMMINIIMIIIIIII MIIMIMEIMMIMI.."... Mill 0 , ...... NIMEM=IMININIMMINIII ...INNII IIMIIIIIII 490- i -490 m ESSS IMIM F IRR= :11 1 I MN 11=11111RIMII IM oLOMMIE MI ..... RIM olMf01 1.11 LLI IM ME M 200 MEMNIMIIMIIIINIMM=MIN111111 2.' g - NM= .:= UJ IMPOS13 MALE I L11 CONSTRUCTION NOTES 1 MINI ztel r 1 A NM 480- ILI c -480 0 -m um a _ =IR - ®ll1600 BACKFILL FNŒSCRSD 9 .02 MINIMA 0 P.:ow tiolwa 9.41/1. Er LSED 70 MIN RE•CAST CLAPIODS 01 AIL WM. TO CREAM IMMIIIIRR E MINIIMME o 11013111060 331NTS 10 RESIST OFILTRATIEN. 006 IniTAR sou. EE SPED 114 00331131. Q =1•1111111MINE IIITH TIE 010,6111631•S 06I0I0IC00106. 4143 SHALL NOT E10X0 FIVE PARTS SRO TO GE o PART POLI.O. 0NU100.0 awl TAUNT PIMETS o o 9311 EE WIEDER 31 MOM 11-403 1 ISR=1•RMINIMaMiar o IONLEACTIFED BY 6110 066010101, 400 MO 000100 AN) 491 LIEERIATIR 600 POTTY IIIALEACIIRED BY EOM 01411019. NO CS 102 9111R. 4.49E00 (RYE FM) 10113ACTLI6O UNPIN = 1 FE OULt LII 111 EY =TETE SoPLANTs 0 OPPRYIED 6010L. 1101 COMTE 02 ORO SWAM 11.141 APE 00 Or% I NEE MU= IIM IiiillaM IM MIIMEMM . rafRE TO PC4.11191 LOITAR 911.1. FE F. MI 019. LOSE AOICCATES. 01L. 06010 06 M CRIER 02,1411131105. ON ALI. 1014431.10, CONTRA= WALL APPLY 11063507171 NUT 470- I- EMMEMiii .4 SE=Q;11111111 0.651511. 6 A DAP PROCF EO 0101ROCE COATING CR ALL OfTERICR SRFACES. 11E ME 1- -470 6011116 9041 '0000 01107135 017007. CR AMMO COWL. RE 010010 90/1. Ef ELII .1111111Ma ENE NIMMIN=IIIIIIIIIIMININI I . .... k ARUM IN 10 Le. 110.11 MO COATS TO Winn& A 10141 CRY 11.1100E4 16 25 1111.5 Lu MINIMAL DE EMI. EMU = LingELMI MI- 0001165 NOLL EE 194.111 PRIOR 10 610.1VERT TO RE 665I10. IN Ism 4.000101. 2 1311110916 1300 0 11066 TICE VAIL LE AMMO 0 41.1..0003 0E0E9101 MI 6 9.01 101441E9 11.01 %AU_ EE I01I8ER0110. 01.11. 020817100I0.1 F02 RE 100111106100 11 ...I= E= ..... Nrim OF MMUS 9401 16 001000. MEN WILMA All WHOM 91411 BE 011711011 1111.1 BM ...... IIIMIMMIIIINIIMININIMINIIIIMMI v E mi - 0 IMMM 71120 ITrILTIlITIŒO If 06:001101E1. -MIMI MI IIMENIIIMIIIIMIn11111111 11 h MI MIME GONSTUR Sl0O 'max PER SEM 94-01. 91-63, SII-04. 91-05 MEMIlinianiii !NUMMI..... n MI I IIIIMIMINEN 460- NommMEN MC amall=="" -460 ...mm.., m....., mow Mal_1=1 INIIIEM =IMIIII 111MINIIIIMIINIIIIIMIMM _IIMIMIME RIM MINIM NIIIII..... IMINIMMIIMMOMIIIIN IMMI . , 5. IMEMEIM PRIVATE SEWER LATERAL DATA 4. TABLE IIIMIRONIIIEMM MIME 1160071 10 .0'Illr0001 1S21110 NIIIEMINIIMIMINRIMIIIIN MIN . , . w DI' WIN (1 ) 100110 IE AT H. SEK IC , 901104 . :7 0008 =MEM IIRMIllal SOU 60 466.39 1.2 24.03 472.G3 1191 470.03 6.03 51A 1053.67 2vr,; :r,,,:= 4;,,f, .. . 1 467.07 1.2 24.03 472.41 11.43 476.41 6.60 STA 14..40 Mr ol,T, CLR_I,C, IMMIMi - I i EN 14 15+00 16+00 17+00 IQ 4613.47 1.2 24.03 03.01 10.13 09.01 6.60 STA .45.67 2 1::::,i:iio, 4.7,, SEWER "D° ,,, . ,,, PROFILE VIEW MATCHLINE STA 66 470.M 1.2 12.60 474.20 15.91 00.20 6.60 STA 16.63.23 ;1,1: , 3, (1,....,,, SOU 10212. 1..20. 17+00.00 - SEE SHEET 37 7,...

70 00.02 1.2 26.06 423.69 SAO 479.09 6.60 STA 16.12.55 2 ;:,,,;z:2,,,1 (1,:g ) 71 469.11 1. 16.60 473.19 14.41 09.29 6.00 STA 15.73.32 2 .01,1:,12:,,„,„ 411, 71 00e.10 1.2 16.03 422.91 15.33 476.03 6.60 STA 1540.se PRIVATE SEWER DATA TABLE 73 465.95 1.2 16.60 4M.35 17.9 08.36 6.60 STA 14.3.31 2 :,: LI:: :._,k,11: (141, m o . .,,, <1§ BEAROWCELTA MRS LOEIN TAN., 466.24 1.2 16.60 471.91 17.0 477.91 6.60 STA 14.49.66 , ,,,,,,,,, (1._3s) N 54.peal. E 97.49 • If• SOR-35, WA 60 3263 a' Pec SCR-35 n •sru. S011-33

1 CERPFY THAT THE PRWATE ROAD IMPROVMENTS AS SHOWN ON THIS PLACI somsrms THE REOUREMENTS NS STATED IN THE FINAL NOME OF APPROVAL FOR DA AND THE ST S PrATE STREETS.

1 .A.

INSPECTION SY: o WWII. or WORK

Eg =my 5000 SECURM REWIRED: YES 814- RO ) THE COURFf 19 NOT RELIABLE FOR THE DES. ANY

70.72atan, ONLY. (858 20 10 0 20 10 60 DATE 0*

- oVwr"1,Zr g NAL SCALE 1

PRIVATE CONTRACT TIO SEWER "D" COUNTY OF SAN 01E00 43 PLAN VIEW COUNTY APPROVED CHANGES COUNTY NOTE 35 OEPARTNENT OF PIMILIC WORKS APPAOVED SCALE 1, 20. NO. DESORPTION THESE PLANS HAVE BEEN RDIEWED FOR PRIVATE SEWER PLAN AND PROFILE FOR eon. PURPOSES ONLY. INTERNA ENSWORTH WAY (PRIVATE) BENCH MARK RECORD PLAN STA 14.00.00 TO STA 17.00.00 N 0 6 010 CALIFORNIA COORDIMTE INDla 202-1771 rime 6E5' 01101 717 ,R,Irt," 1" '",,..111":"'s' " ' BAKER Michael Baker R C LOCATION: 0 5 141115 FAST OF SWEEIWAFFR SPRING, 131 CUTE: RECORD FROM' 1970 res.oson no INTERNATIONAL 4. ELEVATION' 041 005 DATUM: USCA.0% POSOCII -1.1311.116 -50027 MICHAEL

-490

-480

-470

-460

SE0D0/01TA MILS 1419N1 MITE PVT 6 • PVC . INC (S112 SAMER rtsru. e -30/

17+00 18+00 19+00 PRIVATE SEWER LATERAL DATA TABLE SEWER "D" ElM I tr, A 100111fl IE Al FL 00£ 10 . r. SIATICR .. 7...... PROFILE VIEW . mas 1.2 12.05 475.98 14.70 01.91 6.00 STA 1.40.15 k141:7,:l.,LI 41, suu 65 472.42 1.2 12.05 47,n 14.111 401.73 6.00 STA 1.5.51 '' ,',..14.47:44,7,.41 it.,,,,_3,, . 66 171.1E 1.2 12.51 05.13 15.31 0313 6.00 STA 17455.23 6..0:...;61.0:33 (k„-Ts)m 67 47302 1.2 12.00 474.81 IS.5% 00.01 COO STA 1703.00 kyT:jl,11.X (6.%

1 CERTIFY 1140 PC PRIVATE ROAD IMPROVEMENIS AS SHOWN ON PIM PUN SAPSPES THE REOUTREMENTS AS STATED IN PIE PNAL NOME OF APPROVAL FOR TM _55311:L AND THE ST DS Pr. STREETS. oATE,

INSPECT. o ENGINEER OF WORK COUNPA 5000 SEW. REOD1RE0 WTRS 814- 000 PE 410.14 IS NOT RELIABLE FOR THE 01.1GN IN ANY

20 10 9, 2.9 ITT ONLY. MB/ 14 SC.4. 1 420 P. ENTRNEER SEWER "D" DEPODKVI KIM R PLAN VIEW PRIVATE CONTRACT SUL, 1, 26 COD. OF SAM OCGO 43 COUNTY APPROVED CHANGES COUNTY NOTE I 7 DEPARTMENT OF P.. WORKS NO. CESCRIPTION APT. P.SE PLAA. HAVE BEEN RENEWED FOR PRIVATE SEWER PLAN MID PROFILE FOR: BON.0 PURPOSES ONLY. INTERNATIONAL ENSWORTH' WAY (PRIVATE) BENCH MARK STA 17.00.00 TO STA 18+55.56 RECORD PLAN KER DESCRIPTION- CTITSF1315 SQUARE W THE HORPRIUT CORTES CALITORNIA COOK.. 1111. 202-1770 OF HEADWALL ON JANAGAM BLVD. BA 7 4" Michael Baker ,1474,= LOCAPOW 05 MILES UM OF 51091WATER SPRINGS BLVD RECORD FROM. 1970 INTERNATIONAL PDS2016- IP-50027 ELEVATION. 401 238 OSCROS MICHAEL

\ PDATA152741 \ MD \LAM \MY\ PRIVATE 11,1:0<1.14117 KAN\ 38-152711-85-251.2. P1111188, 225516 8/5/2019 7:28 AN

1 0 i Nu imiuuiii ' ii 1 I I) 7.7 ii IIP "m I RAI 161.82 irlifillid.liiii ,,, 1 II 1:1!, ,n Il 1 ll IIMMIl II '111 1111 r II1 1 i i 111111" 111 11 11'1 s:,:im. III o I 1 • I II III II I I 1 ' TExl, . ll 11111111 47 HODES LANE HI ''''''' r I J_0„;.,.PVT SW ' 2 El S' I''1: '. u r 11 Ell miii I 111111111• 11111 IN AIM 1 1 • i Milli MINION I I MOW L III _ L2L 1 illi 1 MATCHLINE STA 11+00.00 - SEE SHEET 39 MATCHLINE STA 11+00.00 - SEE SHEET 39

g 8 o

0 oa 103.gp90:MR101'i:14P80 ?g..6E

d g11:402601 8

1NA18 iNri$P1PH o 3.

5 S 04 OE !i8N.g1F 13M3

1: q;Dgirt14610V 1 Bg oxi viva ! 51 T 2 g 1041. 411 3 8jrs Oild1

33 33 q;INNIN 415 40.: 8g1;41:10N 41 iVE'ANW 1N3N13/t " rld INt IS MICHAEL BAKER INTERNATIONAL 18581 B14-5000

Ft \ P040 \ 152141 \C00.014.1.4\FIDeA, 1..0.1.071 PLAM.-152141-SS-21L.00 Pn11S477. KAYS. 8/5/2019 7:28 Au

0, 9 9 9 9 A1 MATCHLINE STA 11+00.00 - SEE SHEET 38 1H91VI NI d 77 3 till 1 iiiii i i 11 .2. S , ,r, _ pdi n 11 31VAIEl

3S SOL if'rli g, ii 11 GM 77 E , --' - k 1 11 i 'm 11 1 11 542842 21 VIVO

I. l . l l 704 i 11 ' 7 ; 1 3V. , i . mffm lmin. .

311 o v_ A A FMpo ' ' ' 11

1.11011i I lull lU om rilliiihili 1111111 n aeti l m Iu 11 eg 11 Jam M 11111111iiiii mil 1 E o la 1 el I I 1 i um ii illliras ii 3 il #,c ill IIIIII • III 11161111 1 11 no li loll ! I1 lilliIlti ill Ok1033t1 ir gli

NVld l II lilliqiiii ii 11 1I III ibl,NPF:.ir.,j11. • III Illitai il 1 1 I. Ho E 1 111! 1.,,4„, 1 idnars...... - ,.,,,,,,....,„00 5 WM 4 4124271 ..- 0 a..

I EUA 104 mmm mmm -a; .. m..-. MATCHUNESTA15+00.00-SEESHEET40 MATCHLINE STA 15+00.00 - SEE SHEET 40

' -dt ;"813. .8 8.5.88 ...

gg§..a§X-.-,§§ a a . 11 vusk 6 k F. 44 6 6 8 is 6 6 .1. „, A1N1103 ON

1. C,Zr. :- -c-z,.;:-- -:.-,: 3. PRIVATE 0 ,.. y y. y 6 F, F. nnsgrvolo a e88a8.88sse8 3 .Igkl.,IgkgggdA

F. sco k . - 1,•^ . - '' 6' S p1441g 0 6661.66.6666666. p EWER , 1 151PYWP 0 LATERAL ;1414 0 4 P4P01!10 49 . . 666686.66.66 1 4 7' g5hil%778a8U'8 D

a7 ATA Y 1141” -644.! "' 'OA ; ; ; ; ; ; ; ; ; ; ; ; ; ; ;

TABLE

IP P.P.PP VP PP 4 V 4 P. V 27777

ss ldWI sE- 7777 g 777777t 42 87787277 g glgqd41.!Re if( 1 8 is-sttntiskistt-rst-s-c-stiattntr t-c-c:stispg-Wsp-stttnWc., Otp.AW. i p5Auppr60 5q4giasE 0,1 1N3W3A0E

60.flanWt46.1=c-AiMill g

IA IA teMIM_ A isA eA eR g Vld OL IS MICHAEL BAKER INTERNATIONAL (8513) 814-5000

0008-419 (8881 ltINOLLYNN3INI 83)1,78 13Y831IN S) NI I g.4 8 8 E6ieleri A RE - - "0-26y61 o

PLA R1 2! wpx 2 tEli Oh 4121.1 6 OiriMMONUAilg Igii .gqi9IWN;= 16.' .0.4r4W2L4z,i4sit. _oegg .Wg.p 5,4 4e OshigIN:0 . ... .L., _.,.. OVEMENT 5 1%9fiW:i rt9L;InV:60.09 A IMPR - ; :igar 8 -5' .ga a- a. 5 hEigi0.1-9 P TABLE '.. 8 8 8 8 8 8 8 8 8 8 8 8 ti9"P 94!9.0 _ .. ., , .

r DATA co r •.geWilL1 2.7 g 1[3:4` , Ati : Prigi P ; g t ; ; ; ; 4;;;

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IF iih gielAgrg: 1 TABLE , EW S

:KY linlig i DATA 2 ieni0] 5§Mi9bA 8 8 8 8 8 8 8 8 q 8 8 8 EiCXD ® PRIVATE

211 SEWER TE IVA

''''?, 7288SAMF 38 V PR Op 6 0 6 0 9 0 9 9 0 9• -

i2881862 699999

o

.9

CPO I Ellifflummulmmui 1111111 limmilimmomil 111111 Holm mmllsollimmill m mom 1ili IIIIIMIIIIIIIII re IIT.NONMENIZIO I 111111111 111111111111 1111111M1 1111111111111111111111 11111 1111111 111111111111111111 i 11101111 III rill MIMI II 11 1 III 11111 II I 1111111 11111111111110111 IIM I II 111111111111111111111111 11111 III 111111111111111111011116 110111 °III .11 P111IIIII 11111 1 1111 11 11111111111111111 llillillllll iiiiiiiii1L 1111111111111111111 IlllliDHlllll 111i 1111111111111111111 11111 111111111 IIIIMIIM1111111 1111111111111111 111111111111111111

i !ill jil1111111111 II 11111.11111111111111 s 111111 I I I I 11111111111111 3 IF I 1 I 1 11 1 - Ls, 6C133HS335 00M+SLYIS3NIIHOPYW 6£133HS 33S - 00.00+S I. Y1S 9Nr1Ha1VIN

tr, 4

6,06/sl, 35008 .,,,nuud

IMPROVEMENT PLAN(S)

-PM MIIINEIMMI INNIIIMM M.11111111MLO IIR IIIIIIIIININ -EN ...... - - .....- min i . == E...... 470- IM A ORM IMimm IIMM g1 E i= ...... IMII i= -470 .,, -MIMI IMIIIIIMIIMIIM 111111 MEININIIMIM MI § IRIIIIIIIIIMINI NM IIIIIIIMiii SOTOIOCGNIC ilE MIMENI I =II - m ==1 INEMIIMIM -• 11•1111111•111 IMMW MUM MINEINIIMEM KEY MAP in • 0 460- W IS10.11011 -460 kINIIIIII, =I MalINIIIIIMMILIMMINIIIMINNINI CONSTRUCTION NOTES MI BECOING 00 worn,. PER W. 01-02 ® POLITER MITAR 9141 BE LS@ ro 115 px-cksr WOMBS o4 Au. Wafts TO IFEATE 11,111.1. JOINTS TO RtSIST IWILTRATIOL 11E WAR SIMI LE VIED IN WM.. 1• NMI DE IOOFWITIEWS SFECIFICATILIE. MO SMALL MIT DM@ FIVE PPRIS SMO TO GE ___ ..assur i- NAT 00.01. 40C1001 @INT SEALANT PEDUCTS 91,411 0 SIMER 31 RD 32 NI-WO ... CO. 10.1.110 BY SINA MIETWATIOL 490 FM RIM AM 498 MEM. MO RIM .... . mard4r' ------p__...... 11OLF0011010.0 HY OEM COATI., NO 1S 110 EMIL @WETS (PP( 11061) MAKFACTUED =IBMILAIIIMP 450 sm ,,, S AMMIMII -450 OXRETE SLUMS 01 NOWNED 01111. 11E COMTE (11 011171 SIMMS TIM PIE 70 A.FIE TO PI11143 MIR .11E FEE FROIDST, LOOM AMEGATES. OIL. WEISE 01 M I L IMMEIMINIM . M IL IMEMEMIllEMMIVINIMINIMME= 011. CONTANDONTS. 01 NI. 11914193. WPM@ WEL Orr IIATERMSIM AGM MINII 1 ===r. MAT . MMIIIIIMIUMINIM =101170 OF A DAP 111:03 NO MM.. COATI@ IN la 01110107 WES, DE 1 COATI. SKILL BE C. INSTMS 001102, 07 MEMO COOL. 11£ (MATING 901.170 M MINII IMINIIMIMI ..... AWL. IN NO IEW 1110 ITO COATS PO MIME A ISLE Or TRIONESS IF 20 011.1 . jimis 0111001. TIE OREM@ COATI. MALL PE APPLIED PRIM TO 00.111361 TO 11E .105611E. 10 MITI.. A BIONASTICIO. 6 IMES IICE SOU IE NEL. AT AUXIN@ ft/ EPIERIIR ...... MINIIIMMINIONI SLO1 WIMPS DOT 0011 M 1/103.0.0. FIll 0S,!06.41101100 DE lAITIORMIN0 Erg. .... 156.12 O 109.1. SHILL W 2111001. 111010111111E11 ALL WHIM SIOLL FE INTE00IOS11111 Ei MIN MIA MILITIA., IF MUINATER. .... PVC M ME wr r MI mva ® coma' slug 115101 MR SD. 9.1. WM. 9.1, 9.5 =1 Mill EMINNIMIIII=MMIIIIIMNIIIMEI - _PIM- IMMININ MMMMM IMMIIIMI .=MI/ -.ME ...%Emi... -MEE== PRIVATE SEWER DATA TABLE ECWINGAIS_TA RADIUS OM. TMOrr 8+00 N 25158.041 . 1r PVC (501115) SEWER "M" PROFILE VIEW SCAM .12. 11/101 PRIVATE SEWER LATERAL DATA TABLE EUA I .1 ,..- .,,,,. .7,e, IE AT V. SLOW TC 'V AT917 , srATICN a,r L." . N 1,1,45.134.5. e 1715

002.01 1.2 24.07 455.99 1.11 481.99 6.00 STA 9409.18 6 451.74 1.2 24.00 M.. 7.01 481.. 6.00 STA VW@ 0,,,40:111:rat 47g)

451.89 1.2 12.110 M.50 14.01 481.50 6.00 STA 9442.63 kl,:1,3:F.,,31.2i (1....,) 8 452.59 1.2 12.03 458.01 12.81 462.01 8.01 STA ...BS ,j:Mg,:iN, ,F,,,C) 9 401.11 1.2 11/0 456.61 14.41 462.61 8.00 STA .66.08

VO1Tr011' 17VIS71/14PTITIVEr STATED Of THE FIAML NOTICE OF APPROVAL FOR TM _05116_ AND THE STANI yrIVATE @MESS.

g '

INSPECTION 67: ▪ ENGINEER OF WORN

LEI GOWN 5000

SECURrft REWIRED: 14- SEWER "Al" TES 6 PLAN VIEW THE COUTO▪ ,' IS NOT RELIABLE FOR RIF @SION IN AM! 20 10 0 20 40 60 REM CURRY ONLY. (85M • 1119/1.9 VELUM P. MORGAN. UN@ EMTNEER DEM.. OF PUBLIC WO S ONAL TE

PRIVATE CONTRACT TI COONTY OF S. DIE00 APPIVA 43 COUNTY NOTE WORKS COUNTY APPROVED CHANGES OEPARTMENT OF PM@ ERNA CO \ NO. IMICRIPTION APP.. MESE PLANS HAVE BEEN REVIEW@ FOR PRIVATE SEWER PIM AI@ PROFILE FOR INT AM BONIGING PURPOSES ONLY. L

\ SWEET SPRINGS- DRIVE (PRIVATE) BENCH MARK STA 8+33.00 TO STA 10+00.00 GOD RECORD PLAN \ INE NORTHWEST CORO@ CAUFORNIA COORDINATE INDS% 202-1229 BAKER

741 OF HEADWALL ON JAMACHA BLVD. 4172minnn 4•••

'52 LOG.. 0.5 MKS EAST OF WEI.. IP.. MAI \ Baker Michael OBAKEIRMII COY DAM RECORD FROM INTERNATIONAL P052017-1411P-50022 ELEVATION. FPI 915 DAWN: OS.00 -7=1. 441 MICHAEL

FL \RATA \ 15.2741 \ CALGOVIN)\ELAPRIVATE MOVEMENT PLAN \ 42-152741-SS-25L.DWO PITRIAN, CAYSIE 8/5/2019 I. 29 AV

9 Ifill 1 I 111111111111 111111111 1 I 11111111111 "Ell 1 I 1 IN11111

SIA 40. 2 ligraillin N 1 12 .155.22 11111 1111111 1E111 111! iiimminiin imi lii l 11 Mid 11 1

0 -0 1 I 1111ir 11111 1 1111111111 1111 1111pill 1111 STA 27 L.. 1 11 r SCA SPAIN , r. 121. Ire r FM at1003N II II, STA 495.09 1 4:4

Vld 6

N iptioir 1 RHODES LANE 8 9.03 1 1, 044116 111111 1 MI446,04 EUA 116 EUA 115

09

s., PRIVAT -Š g CX) E

S I q MEgilIP4Irg gr, EWER

8d 1 NOPO' 09 09 5 LATERAL 31VAl Ea WidE qh1 S .,,,,?...§0... o VINgg pj i DATA 13M3 1

I020 51 Ilibbih TABLE MO

I. ' grIP.2 Ig2Ii7g 4 ; -p4TI!sgla4 318V. +11

31VAILId ! r44 14;1 00 EE 00 X; 6 AP0Apri:MW O3 ROFO 00 EA 2912 i lg§11%;IN: 1N3P13A0Vd1 IOVNIN 1 - a. 41;10W CA lir RAAViag@

4-gc 28 i g 8 Vld )N (S MICHAEL BAKER INTERNATIONAL 18581 614-50 00

IMPROVEMENT PLAN(S)

I — BIM 8 lma .1t • ENNIUMMEEMMINIMIa A IMMINIMININ MIIIMMIM= IIMI NNEME MMIN 470- IMIIIIMMMIIIIIMIIIIMMM -470 EIMMI 8 8 Ik`L INN IM ME P- low . N w 1 INTimii NM I 1 111111 il II KEY MAP 460- -460 _1 111 12!,nim CONSTRUCTION NOTES . SORSO 10-02 im emm, m M inM INIMa rd C• BE101110 AND WORTU. PO, NM=I IMMI NIMMIIIII Milion ® R11101 PARR STOLL It USED 10 JOIN .64S1 6.0.12S 01 All /ORIOLES 70 MATE miummuu sommummmMk Main=En num, JOINTS TO RESIST MILIRA1I01. RE TAMAR 9.011. IX III= 111 AMC.. --1•1111 1111111•1111 minimmmr Lunen= Illn 115 1011FACIIRMS VESIFICATIM, NO 9011 MI (CM FIVE PARTS SRO TO OE M I = 1 INNIE POI KLIIIDi. ADM,AD_E MINT MUNI PRSUCTS SSLL. EE 9011101 31 /14:1 32 1.11-100 rs . = MEEN EM M rfil= GEL 11114FACRFED 01 COSERATIM, 460 TYCO PUTTY /10 OF MEINATER On110fl8 E luancluu DT 0010 02110,125, 0010 102 0.011 GAMETS (RYE 1650 IONLFACIVED 450- MIIIIIIIIIMIINIM III= Ea -450 BT MOVE SERANTS 01 APPRO. EOPL. 1110 OTMETE 0 011422 WAILS TKO PE TO UM - MIMM ADM 10 00L1101 110,102 941LL FE PEI F. COST, LME ARIEGAIES. OIL, INCE 01 ORM 01.1116/.. 01 ALL 1014ELES. CCHROCTIR 9.1 PELT IIAT661120-110 AMIT ONSISTI. 0. MDT AN) UTE.. MATING OH AL. ETTERTOT SUIFNMS. 1 001110 SJALt EE COM 11ASTMS 00011. 10 A005DN0 MIAL. DE CORI. ROLL EE ell0111111. .1 PRELIM IN 10 UM RON 1110 MATS 10 ACHIETTE A TOTAL IRV THICRE. 6 25 ITILS pm RINI.. NE COMM COATI= POLL EE /PRAM MICR TO MPTOW TO Ix .onnt. ___ . ___ En NM /20171014. A BITIT.TIC BM 6 ITOES IRE 9.1 BE WRIER AT . JOITES 01 COMM ...... MIIII= IMMIMIEU Efl!M MN 6 SUO1 11.10.6 RIO MALL EE .7105000t. TILL COPENSATTIN KR 11E VAIIIIPROTPO nell I=MINI NM RT11.17S EE AINIEED. IlfN CORDED, AIL .11ES 9.1 6 WIWI. 111. IMIMI MilaSIN M111111111— 1 ZERO REILTRATIOI 6 ERCUMAIIR. @maul sou ORRELE 00 SORO 91-01, 9/-63, 9101, SPOR IMINIMIIMIIIIIMIIII-1111=r =EauIMMIIIIIIIIMIMMIEMINIIIIIMMI - MINIM -- NE i PRIVATE SEWER DATA TABLE ---- MAR116..TA IUMUS 1.00211 TANTENT 1011 --- MMMMM - - N 25.56.121. 1 r PVC (40-3.5) 8+00 10+00 SEWER A3" PROFILE VIEW PRIVATE SEWER LATERAL DATA TABLE SOLE 1.12. 1, 20' .7..4". 1010 . 0 '1,17:,•'` kr(& . 0111 . . . . 1. . rc AT FL valet RFIOCES LME IT 1,615,05.367 E. PIC SEE SI-EET 30

I CERT!, THAT THE PRIVATE RC. IMPROVEMENTS AS • SHORN ON 711IS PLAN SATTSPES THE REQUIREMENTS AS STATED IN ME FINAL Nona OF APPROVAL FOR TM ...OWL AND THE ST DS ATE 5TPVT.Tb.

7

INSPECT. BY, 0 ENGINEER OF WORK COI). 5000 SECURITY REQUIRED: CE0 NTS 614- O. THE COUNTY IS NOT REUABLE FOR THE DESIGN IN ANY 581

SEWER "Ar 10 40 60 RE.,...2.11•OR CURRY 01111. 18 PLAN VIEW BR 0.• MLR II% SCALE 1 . .20. 11.11.41,5'... , CONRY ENGINEER SCALE T PARTMEIP OF PURUC WOWS

PRIVATE CONTRACT TIONAL

43 COUNTY APPROVED CHANGES COUNTY NOTE IDEP gf 1 211312R. ',TOED °A.— NO. T, RIESE PLANS HAVE BEEN REVIEWED FOR PRIVATE SEWER PLAN AND PROFIT" FOR

DESCRTPRON INTERNA BOK. PORPOMS ONLY. GRIPPING DRIVE (PRIVATEI BENCH MARK STA 8.33.00 TO STA 10.00.00 RECORD PLAN DESOMPTION, EHMLE0 SQUARE IN THE NORTHWEST am. CALIFORNIA COORDINATE 11.0EX 202-1770 OF HEADWALL ON JA1/ACHA .VD. BAKER LOCA... 0 5 NRES EAST OF SWEETWATER SPRINGS BLVD

Michael Baker AEL DATE. RECORD FROU• 1010 INTERNATIONAL PDS2016-LOTATIP-50027 ELEVATION. 401 038 us.. MICH Attachment D

Timely Filed Letter

Tountu of $art Piego

MARK WARDLAW PLANNING & DEVELOPMENT SERVICES KATHLEEN A. FLANNERY DIRECTOR 5510 OVERLAND AVENUE, SUITE 310, SAN DIEGO, CA 92123 ASSISTANT DIRECTOR (858) 694-2962 • Fax (858) 694-2555 www.sdcounty.ca.gov/pds

August 20, 2019

KB Home Coastal Inc. c/o: Jesse Kleist 20201 SW Birch Street, Ste #100 Newport Beach, CA 92660

Dear Mr. Kleist:

TIMELY FILING OF FINAL MAP FOR COUNTY OF SAN DIEGO TRACT NO. 5588-1, TENTATIVE MAP NO. 5588, SPRING VALLEY COMMUNITY PLAN AREA, DISTRICT 2.

This is to give notice that the applicant/owner has satisfied all conditions in the Resolution of Approval as approved by the San Diego County Board of Supervisors on December 6, 2017. In accordance with Section 66452.6(d) of the California Subdivision Map Act, the above mentioned map is deemed timely filed.

If you have any questions, please contact me by telephone at (858) 694-2486 or email: [email protected].

Sincerely,

EDWIN SINSAY, Project Manager PDS Land Development Division

KJB:GMA

cc: TM 5588 file Greg Anderson-PDS Senior Land Surveyor Attachment E

Faithful Performance

Bond BOND #L1CX1184149 JOINT IMPROVEMENT SECURITY AGREEMENT FAITHFUL PERFORMANCE BOND

WHEREAS, the Board of Supervisors of the County of San Diego, State of California, the San Diego County Sanitation District ("District") and KB HOME COASTAL INC., A CALIFORNIA CORPORATION ("Owner") have entered into the attached agreement whereby Owner agrees to perform certain acts and construct certain designated public improvements in connection with the approval of the subdivision County of San Diego Tract No. 5588-1, which said agreement, identified as "Joint Agreement to Improve Major Subdivision County of San Diego Tract No. 5588-1" ("Joint Agreement to Improve") is hereby incorporated into this surety bond by reference; and

WHEREAS, Owner is required under the terms of the Joint Agreement to Improve to furnish security in accordance with Section 66499 of the Subdivision Map Act.

NOW, THEREFORE, Owner and Lexon Insurance Company, organized and existing under the laws of the State of Texas, and authorized to act as surety in the State of California, are held and firmly bound unto the County of San Diego ("County") and the District in the penal sum of Four Nlillion Two Hundred Fifty Seven Thousand Dollars and No/100 ($4.257.000.00) lawful money of the United States, for the payment of which sum well and truly,to be made, we bind ourselves, our heirs, successors, executors and administrator, jointly and severally, firmly by these presents.

The condition of this obligation is such that if the above bounded Owner, his or its heirs, executors, administrators, successors or assigns, shall in all things stand to and abide by, and well and truly keep and perform the covenants, conditions and provisions in the Joint Agreement to Improve and any alteration thereof made as herein provided, on his or their part, to be kept and performed at the time and in the manner therein specified, and in all respects according to their true intent and meaning, and shall indemnify and save harmless County and the District, its officers, agents and employees of each, as therein stipulated, then this obligation shall become null and - void; otherwise it shall be and remain in full force and effect, subject to the following:

1. As the work required under the Joint Agreement to Improve proceeds, Owner may submit written requests to the Director of Public Works of the County (hereinafter referred to as Director) and the District for a reduction in the penal amount of this surety bond. If the Director and the District are satisfied that the amount of the surety bond may be reduced, then, upon inspecting the work performed and verifying the percentage and value of the work remaining to be completed, the Director and the District may authorize the reduction, subject to the restrictions in the section entitled "Amounts of Security" of the Joint Agreement to Improve.

CCSF 84.92 - 1 — 1145580c= When the Director and the District approve a reduction in the surety bond, they shall notify Owner in writing of the acceptable amount of reduction. When substitute security in the reduced amount has been approved by the legal counsels for the County and the District, the Clerk of the Board of Supervisors and the Clerk for the District are authorized to return the original security to the surety.

2. In the event that performance is not completed with the time period specified in the Joint Agreement to Improve, or within any time extension granted pursuant to the terms of the Joint Agreement to Improve, then, upon receipt of notification and demand by the Director of the District, the surety may promptly remedy the default, or shall promptly:

a. Complete the Joint Agreement to Improve in accordance with its terms •and conditions, or

b. Pay such portion of the proceeds of the surety bond to County and the District as they jointly determine is necessary to complete the required performance and to reimburse each for reasonable costs incident thereto. Any proceeds of the surety bond remaining after completion of performance and reimbursement of actual County and District costs shall be refunded to the surety.

3. In the event that the performance required under the Joint Agreement to Improve is completed and accepted by the Board of Supervisors, pursuant to Section 81.408 of the San Diego County Code and the District, Owner is entitled to a 95% reduction in the penal amount of the original surety bond shall continue in effect for one year following completion and acceptance of the required performance in order to secure the warranty. Security for the remaining five percent (5%) of the original surety bond shall continue in effect for one year following completion and acceptance of the required performance in order to secure the warranty.

4. As a part of the obligation secured hereby and in addition to the face amount specified therefor, there shall be included costs and reasonable expenses and fees, including reasonable attorney's fees, incurred by County or District in successfully enforcing such obligation, all to be taxed as costs and included in any judgement rendered.

5. Surety hereby stipulates and agrees that no change, extension of time, alternation or addition to the terms of the Joint Agreement to Improve or to the work to be performed thereunder or the specifications accompanying the same shall in anywise affect its obligations under this surety bond, and it does hereby waive notice of any such change, extension of time, alteration or addition to the terrns of the Joint Agreement to Improve or to the work or to the specifications.

CCSF 84.92 - 2 —

58 6. Surety hereby agrees to bind itself to, and to perform in strict accordance with, the provisions of this surety bond and the provisions of the Joint Agreement to Improve which pertain to security and security obligations.

7. The parties acknowledge that the Joint Agreement to Improve is appended to this surety bond.

IN WITNESS WHEREOF, this instrument has been duly executed by Owner and surety above named, on August 13 , 2019 .

KB HOME COASTAL INC., A CALIFORNIA CORPORATION, as Owner

By: Jetc T

Surety Name and Address

Lexon Insurance Company (NAIC #13307) BUSINESS ADDRESS: 12890 Lebanon Road, Mt. Juliet, TN 37122.

,AiNc\iN". Act*4torn6y t- ct Kelly A. Gardner

Notes: (1) Acknowledgement of execution by Principals and surety must be attached. (2) Bonds must be attached to the Joint Agreement to Improve with its attached plans and specifications.

CCSF 84.92 - 3 —

T 1,4

POWER OF ATTORNEY LX- 1079 Lexon Insurance Company

KNOW ALL MEN BY THESE PRESENTS, that LEXON INSURANCE COMPANY, a Texas Corporation, with its statutory home office in Austin, Texas, does hereby constitute and appoint: James I. Moore, Stephen T. Kazmer, Dawn L. Morgan, Kelly A. Gardner, Elaine Marcus, Jennifer J. McComb, Melissa Schmidt, Tariese M. Pisciotto, Diane Rubright, Amy Wickett its true and lawful Attorney(s)-In-Fact to make, execute, seal and deliver for, and on its behalf as surety, any and all bonds, undertakings or other writings obligatory in nature of a bond.

This authority is made under and by the authority of a resolution which was passed by the Board of Directors of LEXON INSURANCE COMPANY on the 1st day of July, 2003 as follows:

Resolved, that the President of the Company is hereby authorized to appoint and emliower any representative of the Company or other person or persons as Attorney-In-Fact to execute on behalf of the Company any bonds, undertakings, policies, contracts of indemnity or other writings obligatory in nature of a bond not to exceed $15,000,000.00, Fifteen Million Dollars, which the Company might execute through its duly elected officers, and affix the seal of the Company thereto. Any said execution of such documents by an Attorney-In-Fact shall be as binding upon the Company as if they had been duly executed and acknowledged by the regularly elected officers of the Company. Any Attorney-In-Fact, so appointed, may be removed for good cause and the authority so granted may be revoked as specified in the Power of Attorney.

Resolved, that the signature of the President and the seal of the Company may be affixed by facsimile on any power of attorney granted, and the signature of the Assistant Secretary, and the seal of the Company may be affixed by facsimile to any certificate of any such power and any such power or certificate bearing such facsimile signature and seal shall be valid and binding on the Company. Any such power so executed and sealed and certificate so executed and sealed shall, with respect to any bond of undertaking to which it is attached, continue to be valid and binding on the Company.

IN WITNESS THEREOF, LEXON INSURANCE COMPANY has caused this instrument to be signed by its President, and its Corporate Seal to be affixed this 22nd day of June, 2018. LEXON INSURANCE COMPANY

BY Brian Beggs President

ACKNOWLEDGEMENT

On this 22nd day of June, 2018, before me, personally came Brian Beggs to me known, who be duly sworn, did depose and say that he is the President of LEXON INSURANCE COMPANY, the corporation described in and which executed the above instrument; that he executed said instrument on behalf of the corporation by authority of his office under the By-laws of said corporation.

AMY TAYLOR Notary Public- State of Tennessee BY Davidson County Amy y13'kor f e My Commission Expires 5-9-2023 Notar Public

CERTIFICATE

I, the undersigned, Assistant Secretary of LEXON INSURANCE COMPANY, A Texas Insurance Company, DO HEREBY CERTIFY that the original Power of Attorney of which the forgoing is a true and correct copy, is in full force and effect and has not been revoked and the resolutions as set forth are now in force.

Signed and Seal at Mount Juliet, Tennessee this "th Day of August , 20 19

BY Andrew Smith Assistant Secretary

"WARNING: Any person who knowingly and with intent to defraud any insurance company or other person, files and application for insurance of claim containing any materially false information, or conceals for the purpose of misleading, Information concerning any fact material thereto, commits a fraudulent insurance act, which is a crime and subjects such person to criminal and civil penalties." 1145588c=1

State of Illinois} } ss. County of Dupage }

On August 13, 2019, before me, Tariese M. Pisciotto, a Notary Public in and for said Kelly A. Gardner known to me to be Attorney-in-Fact of Lexon Insurance Company the corporation described in and that executed the within and foregoing instrument, and known to me to be the person who executed the said instrument in behalf of the said corporation, and he duly acknowledged to me that such corporation executed the same.

IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal, the day and year stated in this certificate above.

My ommission Expires i e 26 2 t 22

OFFICIAL SEAL TARIESE M PISCIOTTO NOTARY PUBLIC - STATE OF ILLINOIS MY COMMISSION iese M. Pisciotto, o ary Public EXPIRES:06/26/22

Commission No. 560807 ACKNOWLEDGMENT

A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of California County of San Diego

On August 15, 2019 before me, K. Adams, Notary Public (insert name and title of the officer) personally appeared Jesse Kleist who proved to me on the basis of satisfactory evidence to be the person(5 whose namer is/Ve subscribed to the within instrument and acknowledged to me that he/sJe tNey executed t e same in his/hir/t ir authorized capacity(i0), and that by his/h9f/t1ieir signatureKon the instrument the person( or the entity upon behalf of which the person/) acted, execu ed the instrument.

I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct.

WITNESS my hand and official seal. K. ADAMS COMM. 02135234 z Notary Public • California g San Diego County — Comm. Ex ires Dec. 23, 2019 Signature (Seal)

5588 c=b1 Attachment F

Labor and Material

Bond BOND #LICX1184149

JOINT IMPROVEMENT SECURITY AGREEMENT LABOR AND MATERIAL BOND

WHEREAS, the Board of Supervisors of the County of San Diego, State of California, the San Diego County Sanitation District ("District") and KB HOME COASTAL INC., A CALIFORNIA CORPORATION ("Owner") have entered into the attached agreement whereby Owner agrees to perform certain acts and construct certain designated public improvements in connection with the approval of the subdivision County of San Diego Tract No. 5588-1, which said agreement, identified as "Joint Agreement to Improve Major Subdivision County of San Diego Tract No. 5588-1" ("Joint Agreement to Improve") is hereby incorporated into this surety bond by reference; and

WHEREAS, under the terms of the Joint Agreement to Improve, Owner is required before entering upon the performance of the work, to file a good and sufficient payment bond with the County of San Diego ("County") and the District to secure the claims to which reference is made in Title 3 (commencing with Section 9000) of Part 6 of Division 4 of the Civil Code of the State of California.

NOW, THEREFORE, Owner and Lexon Insurance Company, organized and existing under the laws of the State of Texas and authorized to act as surety in the State of California, are held firmly bound unto the County, District, and all contractors, subcontractors, laborers, materialmen and other persons employed in the performance of the Joint Agreement to Improve and referred to in the aforesaid Civil Code in the sum of Two Million One Hundred Twenty Eight Thousand Five Hundred Dollars and No/100 ($2,128,500.00), for materials furnished or labor thereon of any kind, or for amounts due under the Unemployment Insurance Act with respect to such work or labor, that said surety will pay the same in an amount not exceeding the amount hereinabove set forth, and also in case suit is brought upon this bond, will pay, in addition to the face amount thereof, costs and reasonable expenses and fees, including reasonable attorney's fees incurred by County or District in successfully enforcing such obligation, to be awarded and fixed by the court, and to be taxed and costs and to be included in the judgment therein rendered.

It is hereby expressly stipulated and agreed that this bond shall inure to the benefit of any and all person, companies and corporations entitled to file claims under Title 3 (commencing with Section 9000) of Part 6 of Division 4 of the Civil Code, so as to give a right of action to them or their assigns in any suit brought upon this bond.

Should the condition of this bond be fully performed, then this obligation shall become null and void, otherwise it shall be and remain in full force and effect, subject to the following:

CCSF 84.93 - 1 — 1. Six months after completion and acceptance of the work by the Board of Supervisors, and the District, when no claim of lien and no suit has been filed within the time for filing claims of liens to enforce a claim, the Clerk of the Board of Supervisors is authorized to return this surety bond to Owner, provided, however, the written consent of Owner, Director of Public Works of County, the District and the Contractor shall first be obtained. The Director of Public Works shall furnish written consent only upon certification from the title company that there are no claims of liens or suits filed to enforce a claim of lien or record.

2. The surety hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the Joint Agreement to Improve or to the work be performed thereunder or to the specifications accompanying the same shall in any manner affect its obligation on this bond, and it does hereby waive notice of any such change, extension, alteration or addition to the terms of the Joint Agreement to Improve or to the work or to the specification.

3. Surety hereby agrees to bind itself to, and to perform in strict accordance with, the provisions of this surety bond and the provisions of the Joint Agreement to Improve which pertain to security and security obligation.

4. The parties acknowledge that the Joint Agreement to Improve is appended to this surety bonds.

qcsF 84.93 - 2 — IN WITNESS WHEREOF, this instrument has been duly executed by the principal and surety above named on, August 13, 20'19 .

KB HOME COASTAL INC., A CALIFORNIA CORPORATION, as Owner

By: .1, se Kleist, AuthOrized111--- Signatory

Surety Name and Address

Lexon Insurance Company (NAIC #13307) BUSINESS ADDRESS: 12890 Lebanon Road, Mt. Juliet, TN 37122

Attorney in-Fa Kelly A. Gardner

Notes: (1) Acknowledgments of execution by Principals and Surety must be attached; • and (2) Bond must be attached to the Joint Agreement to Improve with its attached plans and specifications.

CCSF 84.93 - 3 —

POWER OF ATTORNEY LX- 1079 Lexon Insurance Company

KNOW ALL MEN BY THESE PRESENTS, that LEXON INSURANCE COMPANY, a Texas Corporation, with its statutory home office in Austin, Texas, does hereby constitute and appoint: James I. Moore, Stephen T. Kazmer, Dawn L. Morgan, Kelly A. Gardner, Elaine Marcus, Jennifer J. McComb, Melissa Schmidt, Tariese M. Pisciotto, Diane Rubright, Amy Wickett its true and lawful Attorney(s)-In-Fact to make, execute, seal and deliver for, and on its behalf as surety, any and all bonds, undertakings or other writings obligatory in nature of a bond.

This authority is made under and by the authority of a resolution which was passed by the Board of Directors of LEXON INSURANCE COMPANY on the 1st day of July, 2003 as follows:

Resolved, that the President of the Company is hereby authorized to appoint and empower any representative of the Company or other person or persons as Attorney-In-Fact to execute on behalf of the Company any bonds, undertakings, policies, contracts of indemnity or othet writings obligatory in nature of a bond not to exceed $15,000,000.00, Fifteen Million Dollars, which the Company might execute through its duly elected officers, and affix the seal of the Company thereto. Any said execution of such documents by an Attorney-In-Fact shall be as binding upon the Company as if they had been duly executed and acknowledged by the regularly elected officers of the Company. Any Attorney-In-Fact, so appointed, may be removed for good cause and the authority so granted may be revoked as specified in the Power of Attorney.

Resolved, that the signature of the President and the seal of the Company may be affixed by facsimile on any power of attorney granted, and the signature of the Assistant Secretary, and the seal of the Company may be affixed by facsimile to any certificate of any such power and any such power or certificate bearing such facsimile signature and seal shall be valid and binding on the Company. Any such power so executed and sealed and certificate so executed and sealed shall, with respect to any bond of undertaking to which it is attached, continue to be valid and binding on the Company.

IN WITNESS THEREOF, LEXON INSURANCE COMPANY has caused this instrument to be signed by its President, and its Corporate Seal to be affixed this 22nd day of June, 2018. LEXON INSURANCE COMPANY

BY Brian Beggs President

ACKNOWLEDGEMENT

On this 22nd day of June, 2018, before me, personally came Brian Beggs to me known, who be duly swom, did depose and say that he is the President of LEXON INSURANCE COMPANY, the corporation described in and which executed the above instrument; that he executed said instrument on behalf of the corporation by authority of his office under the By-laws of said corporation.

...... I ,,,,,,, AMY TAYLOR Notary Public- State of Tennessee BY = E • Davidson County Amy ylor My Commission Expires 5-9-2023 Nota Public

• CERTIFICATE

I, the undersigned, Assistant Secretary of LEXON INSURANCE COMPANY, A Texas Insurance Company, DO HEREBY CERTIFY that the original Power of Attorney of which the forgoing is a true and correct copy, is in full force and effect and has not been revoked and the resolutions as set forth are now in force.

Signed and Seal at Mount Juliet, Tennessee this 1391 Day of August 20 19

BY Andrew Smith Assistant Secretary

"WARNING: Any person who knowingly and with intent to defraud any insurance company or other person, files and application for insurance of claim containing any materially false information, or conceals for the purpose of misleading, information concerning any fact material thereto, commits a fraudulent insurance act, which is a crime and subjects such person to criminal and civil penalties."

TiV1556

State of Illinois} } ss. County of Dupage }

On August 13, 2019, before me, Tariese M. Pisciotto, a Notary Public in and for said Kelly A. Gardner known to me to be Attorney-in-Fact of Lexon Insurance Company the corporation described in and that executed the within and foregoing instrument, and known to me to be the person who executed the said instrument in behalf of the said corporation, and he duly acknowledged to me that such corporation executed the same.

IN WITNESS WHEREOF, I have hereunto set my hand and affixed my official seal, the day and year stated in this certificate above.

My mmission Expir June 26 2022 OFFICIAL SEAL TARIESE M PISCIOTTO NOTARY PUBLIC - ••• STATE OF ILLINOIS MY COMMISSION EXPIRES:05/26/22 ariese M. Pisciotto, Notary Public

Commission No. 560807

ACKNOWLEDGMENT

A notary public or other officer completing this certificate verifies only the identity of the individual who signed the document to which this certificate is attached, and not the truthfulness, accuracy, or validity of that document. State of California County of San Diego on August 15, 2019 before me, K. Adams, Notary Public (insert name and title of the officer) personally appeared Jesse Kleist who proved to me on the basis of satisfactory evidence to be the person whose name(g1 is/Ve subscribed to the within instrument and acknowledged to me that he/sVe tiley executed the safne in his/Vdt ir authorized capacity(iell, and that by his/likr/tVir signature(/ on the instrument the person( , or the entity upon behaf of which the person/ acted, executed the instrument.

I certify under PENALTY OF PERJURY under the laws of the State of California that the foregoing paragraph is true and correct.

K. ADAMS WITNESS my hand and official seal. COMM. #2135234 z Notary Public • California g San Diego County •••• Comm. Eat ires Dec. 23, 2019 Signature (Seal)

11155881 Attachment G

Tax Certification This document is for official government user only. It is not a certified copy of an official record. DAN McALLISTER San Diego County DOC# 2019-6000147 Treasurer-Tax Collector 1600 Pacific Highway, Room 162 111111111111IlIlftllllllI1111111(11 111011111 1111111111 11111111111 San Diego, CA 92101 Jun 25, 2019 03:10 PM Ernest J. Dronenburg, Jr., Recording Requested By and SAN DIEGO COUNTY RECORDER When Recorded Mail To: FEES: $4.00 PAGES: 1 kyru Cto,s FILED cMS NSCK'b\V . Ssay\-V\ EV ON °\ g.k3 1

THIS SPACE RESERVED FOR THE RECORDER'S OFFICE USE This certificate must be filed with the San Diego County Recorder, and a conformed copy delivered to the appropriate legislative bodies within the County of San Diego

MAP TAX CLEARANCE CERTIFICATE No 19-150 STATE OF CALIFORNIA TTC FILE NO.6353 )ss: COUNTY OF SAN DIEGO

I, Dan McAllister, certify that I am the duly qualified and elected Treasurer - Tax Collector of the County of San Diego, State of California; that I have examined the records of my office as to delinquent taxes and assessments collected by the County of San Diego for the property within the subdivision or parcel map known as: COUNTY OF SAN DIEGO TRACT NO 5588 A final map is about to be filed with the appropriate legislative body in the County of San Diego for approval; and I hereby certify that according to the records of this office, there are NO liens against said subdivision or parcel map, or any part thereof, for unpaid State, County, Municipal or local taxes or special assessments collected as taxes for the lien date fiscal year 2019-20, except taxes or special assessments not yet payable. I further certify that there are against the parcel or parcels of real property within which the subdivision or parcel map is situated a lien for State, County, and local taxes, and special assessments collected as taxes which are not yet payable, and which I estimate as follows:

Tax Surety Bond Required YES

Bond Required for State, County, School and Special District Taxes: $287 000.00 Located in Unincorporated Area IN THIS CERTIFICATE VOID AFTER: WITNESS WHEREOF, I have hereunto set my hand this date September 16, 2019 June 25, 2019 DAN McALLISTER There are 1 Parcel Number(s): SAN DIEGO COTJNTY TREASURER-TAX COLLECTOR 505-231-36-00

By: Deputy, osa Lybarg

Government Code §66493 DT-21-22 Revised 12-21-2018/SubDivParMaps WHITE (Original) — Recorder GREEN — Treasurer/Tax Collector Attachment H

Director Approval

Attachment I

Staff Checklist Checklist for LD staff completion of Final Map (County Tract No. 5588-1) September 10, 2019

Project Name and Record ID #: Sweetwater Place, PDS2018-LDMAP-00306 Acct Balance: $

Applicant provides the following for staff review and acceptance to request final map approval:

Map Mylar's (with all required signatures and notarized signatures/district approvals). • Improvement/Grading Plans are complete. Recorded Tax Certificate Note: Between January 1 and September 18 the owner will bond for taxes due. After September 18, the taxes must be paid (either from the bond or by cash ) and upon application and fees paid a new tax certificate is issued. The new Cert will state $0 taxes due. Note: the tax certificate is only valid until December 31. Effective January 1, a new tax certificate application must be processed (allow 4-6 weeks minimum to obtain the Tax Certificate) and Final Map cannot be scheduled for approval until new, recorded Tax Cert is received. Copy of Subdivision Guarantee less than 10 days old at recordation. • Receipt(s) for payment of fee's (recording and SB 2). Applicable agreements and documents: Agreement to Improve Major Subdivision, Faithful Performance Bond, and Labor & Material Bond in final form, approved by County Counsel and executed/signed/notarized.

Recommendations and Documentation:

Completed Punch-List. Condition Satisfaction completion letter. Timely Filed Letter. Concurrence received from County Counsel on Draft Director's Report and Attachments. (Date: tivt(tci ) Draft Director's Report recommended by Project Manager. (Date: e) I ez-Gi Initial C..."- 1 ) Draft Director's Report recommended by Chief. (Date: Plgfil Initial ) Draft Director's Report recommended by Deputy Director. (Date: 06114 Initial

Schedule:

• LD staff present recommendation on Final Map to standing meeting with Deputy Director. (Date: ) • LD staff present recommendation on Final Map to standing meeting with Director. (Date: ) • If Director concurs, LD staff inform DCAO for concurrence. (Date: O If DCAO concurs, send the following to the Clerk of the Board (Diana Lopez) via email and deliver hard copy of originals two weeks prior to BOS Hearing: Notification of Review and Final Map Application, Director Approval (unsigned), Final Map, Agreement to Improve Major Subdivision with Exhibits, Faithful Performance Bond, and Labor & Material Bond (Date Sent to Clerk*: ). *No later than O BOS Hearing Date that Communications Received is posted. (Gov. Code 66458(d)(4)) CR Date: O LD staff attends BOS hearing to insure if public comment is received, LD staff follow-up. (Date: ) ▪ Director approval within 10 days from BOS date. Date of Approval: O 10-day appeal period begins the date that the Director approves the Final Map. End of appeal: Steps to record:

• LD Staff request from Title Company updated Subdivision Guarantee, 48hr wave letter and Letter Consenting to Record, said letters shall have wet signatures. • A copy of the "Director Approval" shall accompany all actionable documents to Clerk of the Board. O Clerk of the Board signs and stamps Final Map and documents. • Clerk walks with LD Staff to County Recorders to record the Final Map. O LD staff settles accounts, closes project file, updates Accela, and uploads documents into Documentum.

O Applicant is notified and given recording information.

O Staff: Name and signature: /Date: Communications Received Email to be sent to Clerk of the Board ([email protected]) for the Board of Supervisors Hearing to be held on September 10, 2019:

Subject: CR Submission — Final Map Approval Tract No. 5588-1

Body of Email: Please find attached a Communications Received submission for Review and Approval of Final Map Application entitled:

Notification of Review and Approval of Final Map Application, County of San Diego Tract No. 5588-1. The Director of Planning & Development Services is reviewing a Final Map application for approval. The Final Map, County Tract No. 5588-1, is in the Spring Valley Community Plan Area. Approval of the Final Map will occur within 10 days, following the meeting of the Board of Supervisors, pursuant to Government Code Section 66458(d).

Email Attachments: Notification of Review and Approval of Final Map Application Director Approval Final Map Agreement to Improve Major Subdivision (with Exhibits) Faithful Performance Bond Labor & Material Bond