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HomeMy WebLinkAbout207 and 209 campus wy sfr 20121025123616 i1 r *4w ti?f. w .a nN.y PUBLIC PROPERTY ENCROACHMENT PERMIT INSPECTION PHONE: 909 674-1344 PERMrr(OLI--1 CITY OF LAKE ELSINORE` . NO- INSPECTION OFFICE SHALL BE NOTIFIED Community Development Department EFFECTIVE ' AT LEAST TWO(2) WORK.DAYS PRIOR 130 S.MAIN STREET' DATE +.a TO COMMENCING PERMITTED USE.. .. LAKE ELSINORE CA 92530 EXPIRATION DATFAILURE TO OBTAIN INSPECTION SHALL (909) 674-3124 VOID THIS PERMIT. .. :. PERMITTEE Contact person6 t� 5 ,..:•`r7. t_`2.� 3ay Telephone No. Night Telephone No. PERMITTED USE: Use of City property is hereby authorized as follows,subject to provisions on reverse hereof and attached hereto. 2—0r Cr�o LOCATION OF WORK: Dimension/type AREA ACCOUNT NUMBER: L) ' —' THIS IS YOUR RECEIPT ) " 2-0 WHEN MACHINE VALIDATED Fee: ENGINEER: k� PERMITTEE'S ACCEPTANCE: ' AUG 1 1 2004 SIGN —PRIlR1" PERMIT AND APPROVED PLANS SHALL BE MAINTAINED ON JOB SITE. PERMITTEES SHALL COMPLY WITH REGULATIONS PRINTED ON REVERSE SIDE OF PERMIT AND ATTACHMENTS. ALL UNDERGROUND WORK REQUIRES PRIOR'UNDERGROUND SERVICE ALERT'COMPLIANCE. CALL USA AT 1-800-422-4133 AT LEAST 48 HOURS PRIOR TO EXCAVATING. THIS PERMIT SHALL BE NOT-TRANSFERABLE. WHITE YELLOW PINK GOLDENROD PERMITTEE FINANCE JOB FILE INSPECTOR ' STANDARD PROVISIONS 1 FOR ENCROACHMENT PERMITS: Subject to the provisions of the City nd Lake Elsinore ordinance number 57i and S72 � Lake Elsinore Municipal Code,Title 12,and standard specifications for publicworks construction all requirements as indicated general or special provisions which are incorporated by the attached as part of this permit. 2. FOR UTILITY ENCROACHM ENT PERMITS: Subjectto the provisions of the City of Lake Elsinore Resolution 83-71 and Lake Elsinore Municipal Code Title 12, and standard spacffioadiono for public works conotmuotion, all requirements as indicated General or special provisions which are incorporated by the attached as part of this permit. Before final inspection 1hafmUmm/ing must besubmitted: A. All compaction test/ reports. B. Grade certification or off-site improvements. C. yWonumontution certification letter D. As-built plans if changes were made infield. E. Centerline tie notes on 8 1/2"by 11''4 nni| mmy|ur 3 Permittee agreesto save Cityof Lake Elsinore,its agencies,districts,etc.,including ftsoff icers,agents or employees,harmless from any and all penalties, liabilities orloss resulting from claims oroourt actions,arising directly out of any damage orinjury 10 persons or property by reason of the acts oromissions ofPorrn0ee. its agents,employees or independent contractors, in exercising any of the privileges herein granted or in consequence thereof. 4. Should any damage or injury to City of Lake Elsinore works occur during initial use and/or as a result of this permitted use, either through the acts of agents, servants or employees of Permittee or by any independent contractor ofPormnh1oeinthe exercise of the rights herein granted. Pormnittoe shall immediately, upon the written demand of City of Lake Elsinore, restore such works to the condition of same on the date of the occurrence of said damage or injury has been caused to the works shall be determined by the City Engineer's Off ice and City of Lake Elsinore and determination shall be final in the event repair by City of Lake Elsinore is nocensary. Pernnit1ea shall pay City ofLake Elsinore the cost of such repairs. � 5. Cityof Lake Elsinore reserves the right unto itselfto perform anywork,upon any portion orallof the areacovered bythis permit, � urtodu any other work necessary at any time. Such work may ba performed without incurring any liability ofany nature whatsoever 10 the Parnmdtae. It is further understood and agreed that Cfty of Lake Elsinore reserves unto itself the rights of ingress over all or any portion of the subject area. � 6. Neither this permit nor any of the rights herein granted shall be assigned without the prior written approval of the City ofLake Elsinore. Permit Is void upon expirationdate. Anew fee will be assessed thereafter. 7. By acceptance of this permit, PerrniMea acknowledges and assumes all responsibility for compliance with requirements of other regulatory governing agencies including but not limited 1ozoning ragu|ahions, applicable ordinances and|mmo'etc.,of the County of Riverside,the State of California,City of Lake Elsinore,orothers having regulatory control overthe use granted herein. All underground work requires 'Inquiry identification Number' from Underground Service Alert Regional Notification Center, � (Ref: Government Code, Section 421G and 4217). 8. A copy of this permit and approved plans, ifappUc8U|e, shall be maintained 8t the site of work and Ue shown\o any authorized representative of the City of Lake Beinono, or other regulatory governing agency upon request. S. No access or work ahuU be performed within City of Lake Elsinore rights of way without the full knowledge of City of Lake Elsinore's inspector,who shall be given not less than two work days advance notice of the initiation of permitted use. Failure of Pernndtaatoobtain inspection h U voidthi it and necessitate reapplication by Permittee. ~~~~~~~ Purnmhlee further agrees that all operations within City of Lake Elsinore rightsofwaynho||boeubiect to the operations nfCity of Lake Elsinore andother authorized persons and under the control and to the satisfaction of City of Lake Elsinore. 10. This permit maybe immediately revoked for reasons in the best interest of the City cf Lake Elsinore including violation ofpermit provisions or other applicable rules and regulations or for the creation of a nuisance upon notice given by the City of Lake Elsinore authorized representative. In the event of such revocation, Permittee shall immediately cease all operations and restore City of Lake Elsinore right of way as directed by the City of Lake Elsinore's inspector. Nn uses other than that oa stated nn this permit shall bn exercised. Public right of way shall not ba used for administrative operations or storage of equipnment, makeria|u, supplies, etc. Ear h echm" REPORT OF OBSERVATION AND FIELD DENSITY TESTING ROUGH & PRECISE GRADING Single Family Residential Development Lot 7, A.P.N. 374-122-011 Campus Way, Lake Elsinore Riverside County, California PROJECT NO. 25107-01 January 10, 2005 Prepared For: Mr. Salvador Mendoza c/o An Corporation 2838 E. Frontier, Suite A Anaheim, California 92806 Earth Technics P.O. Box 891989, Temecula, California 92589 (951) 767-2242 FAX (951) 767-1193 January 10, 2005 Project No. 25107-01 Mr. Salvador Mendoza c/o An Corporation 2838 E . Frontier, Suite A Anaheim, California 92806 SUBJECT: REPORT OF OBSERVATION AND FIELD DENSITY TESTING ROUGH & PRECISE GRADING Single Family Residential Development 0.21+/- Acres, Lot 7 A.P.N. 374-122-011 Campus Way. Elsinore Area Riverside County, California 1.0 INTRODUCTION This report presents the results of our observation and testing performed during construction and grading for the single-family residential development, and appurtenances . Grading was performed on the west side Campus Way an improved paved road in the Lake Elsinore area of Riverside County. The results of our Field Density Tests obtained during grading are tabulated in Table I , Results of Compaction Tests . The approximate locations of the tests are shown on the Plot Plan, Plate 1 . The 10-scale Precise Grading Plan was prepared by Gabel, Cook & Associates, Riverside, dated August 2004, and was used to plot our data and guide the grading, along with field staking. 1.1 Project Description The proposed development consisted of constructing the house pad with cuts to 5 feet and fills to a maximum of 6 feet . The driveway access from Campus Way was improved with minor cuts of less than 1 foot . The cut material from the central and northeast portions of the pad was placed as fill to a maximum depth of 6 feet on the south and west side of the house pad. All cut and fill slopes were constructed at finished face inclinations of 2 : 1 (horizontal to vertical) or flatter. The pad was designed in transition from cut to fill . 1 .2 Purpose of Grading The purpose of the grading was to prepare a building pad for the 1 & 2-story residential house and to provide driveway access from Campus Way. INDEX MAP KCS � . Elsino �����%tip�^ 7 � `\� .w e\ �"\O�'•. Reservoir1274 2. .O • �4 '� -1400 �✓ o -rr40� ��6ewag e ISp nal rr Ir '% `�\� ��•y 4� 4 4• d i�4`saY xx � r L S I N 0 R E Trailer . Park rnf 1 0, O 0 2000 4Q00 SCALE feet INDEX MAP OF LOT 7, APN 374-122-011 CAMPUS WAX, LAKE ELSINORE RIVERSIDE COUNTY, CALIFORNIA SOURCE: U.S.G.S. 7z MIN. QUAD. ELSINORE 1953 (PR 1973 ) 25107-01 Page 3 2 . 0 GRADING PROCEDURES 2 . 1 Grading Procedures The area of fill south of the pad was cleared and grubbed, and the material removed off-site. The fill slopes were provided with a key as shown on Plate 1 . The key was excavated through the near-surface colluvium to a maximum depth of 3 . 8 feet until the dense underlying older alluvium achieved a minimum of 90% relative compaction, as determined by density testing. The fill materials were brought to near optimum moisture utilizing a 3/4- inch gasrden hose when necessary, and benched as placed to remove all remaining soft colluvium. The fill was compacted with Caterpillar D6D bulldozer. The house pad was designed in transition, and the cut portion of the pad was overexcavated to a minimum depth of 3 feet to a distance of 5 feet outside the building formation. The grading contractor was Sanchez Grading, Temecula. 3 . 0 TESTING 3 .1 Field_Density Testing Field density testing was performed in accordance with ASTM D1556-91 (Sand Cone Method) . The elevations and the results of the field density tests are presented in Table I of this report . The approximate location of the tests are shown on the Grading Plan, Plate 1 . 3 .2 Maximum Density Determinations Maximum density/optimum moisture determinations were made from representative samples of on-site soils used in the fill operations . The tests were performed in accordance with ASTM D 1557-00 which consist of compacting 5 equal layers of soil in a 1/30 cubic foot volume mold with 25 blows of a 10 pound hammer falling 18 inches . The results of the Maximum density/optimum determination are presented herein as Table II, Laboratory Test Results . 25107-01 Page 4 3 .3 Expansion Testing A finished grade sample was obtained and tested for expansion utilizing the U.B. C. 29-2 method. The test yielded an expansion index (E. I . ) of 11 which is very low per UBC Table 18-1-B . 3 .4 Sulfate Testina A finished grade sample was obtained and tested for water soluble sulfate. The results were below the limits of detection at 25ppm indicating normal Type II - 2500 psi concrete may be used for foundations and slabs . 3 . 5 Settlement Based on the grading performed, the compaction and soil strength values, total settlement would be less than 1 inch with less than 1/2 inch differential settlement between footings of similar size construction and loads over a horizontal distance of 50 feet . 3 .6 Foundation Recommendations The footings will be founded entirely within dense very low expansion engineered fill . Accordingly, the structures may utilize continuous or isolated pier footings with an allowable maximum bearing capacity of 1500 psf . All exterior footings should be founded a minimum of 12 inches for 1-story and 18 inches for 2-story buildings from nearest adjacent grades . This value may be increased by one-third for short term wind and seismic loading conditions . The foundation should have a minimum of one No. 4 bar top and bottom, for a total of 2 bars as reinforcement . The slab may utilize 6 x 6 - 6/6 welded wire fabric as reinforcement . A moisture barrier should consist of a 10-mil polyethylene vapor barrier sandwiched between a 1-inch layer of sand top and bottom to prevent puncture of the barrier and enhance curing of the concrete . 25107-01 Page 5 4.0 SUMMARY Our description of grading and backfill operations, as well as observations and testing services, were limited to those grading operations performed between December 21 to 24 , 2004 . The conclusions and recommendations contained herein have been based upon our observation and testing as noted. To the best of our knowledge, the work preformed in the areas denoted, has been accomplished in accordance with the recommendations of the U.B . C. Appendix Chapter 33 , the Lake Elsinore City Grading Code and the requirements of the regulating agencies and is acceptable for its intended purpose . The cut and fill slopes are stable as constructed. The cut slopes are composed of older alluvium, and are stable as constructed. No conclusions or warranties are made for areas not tested or observed. This report should be considered subject to review by the controlling authorities . This opportunity to be of service is sincerely appreciated. If you have any questions, please call . 25107-01 Page 6 Respectfully Submitted, ,. V, ^� FACE No. 29150 r Larry J. Fast, R 29TWION DATE ren L. Sherling Registration Expi cse —3-3- --;r D rector of Geotechnical Services _„ . N: LJF/WLS :ss ~ Attachments : Index Map (2000-scale) - Page 2 Plate 1 - Test Location Plan Table I - Results of Compaction Tests Table II - Summary of Maximum Density Testing Distribution: Addressee (3) F b~`�''s.��..,`�.�e«�° �, �e aryl Fa�`m'�t���l���. s`�,• rwrrr'��i�,r��tY`���Fal'x�'�i��I=,S`s�r • �4`.: a • ,�' use-i�ui`fix a��a�?z�� ,�. �d ac{3 5 `\ off •• -l N :tt= :fir •wI+' • a o • Mfff o -fir mnF ���`�i.>' �' kr s. ,t-r.. 4 X ?.,K',-.3 • • �° 1+� I S X P LS hr- G ti - S�y t fj ✓'.0 xS�+ca. i •{l k. Ina gg �vt�Y,,,,3 � � _' :. � -:+- • �.Cc` -a Z s r S � n -- r E -. C 5 L-, 5 5 v I 'r✓ �.. ipr _7 X i Ly � �` ;K e av5-'' 4/,� ✓r^A:�� r=.,.tn��, '�` �w 1' r �_�.,..� a I'J 1. .a�luJU�.�'^c,�rx w 3.. r ti..�r"btu✓i��_ • y f ' � TABLE I Earth technics RESULTS OF COMPACTION TESTS JOB NO. 25107-01 NAME: Mendoza DATE: 1110105 TEST DATE DEPTH MOISTURF UNIT DRY RELATIVE SOIL DESCRIPTION NO CONTENT DENSITY COMPACTION TYPE 1 1 12/21/04 1321 124.5 95.6 1 95.6 A BOTTOM KEY 2 12/21/04 1323 10.4 121.7 93.5 A FILL WEST 3 12/22/04 1325 11.3 122.4 94.0 A FILL WEST 4 12/22/04 1326 10.7 121.5 93.3 A FILL/FMSH 5 12/24/04 1326 9.8 120.7 92.7 A OVEREX/FMSH SC-Sand Cone ASTM D1556-64 DC-Drive Cylinder ASTM D2937-71 N-Nuclear ASTM 3017-78 **Test Failed. See Retest. TABLE H Earth chnics LABORATORY TEST RESULTS JOB NO. 25107-01 NAME: MENDOZA DATE: 1110105 SOIL TYPE CLASSIFICATION MAXIMUM OPTIMUM DENSITY (PFC) MOISTURE {%} A ON-SITE DARK YELLOW BROWN 130.2 11.8 SILTY SAND WITH MINOR FINE GRAVEL i • Mm ME;-: 'n~-.. v+4��' • s t'3`.-€- S!a 'zN't"i �'4. t'aAyW;t'i F'J ,�''y _ ""Af `^✓ :•:p 1 S z '+ �1 �- ��- �.� �� .,:.;nr,.- ^� ems;. �`� ,t• -tom �� a�L'fr;�` �+.; ,3r h,� � :.dsr�Y Z��rx���':>�i �.a. `t 2n' 7n+six •��. '.i— "�++`iCq o�L.e`s 'tw'u tif.4.j' �' kt'x f'',-�.Yn '?�Y-�, - li.ice ac ti�w r�� �3 �.w_'r ..,.�.r ��;"Y.. 3` };��!rS.-4a .},�.r+�I a lrs"5"'. e Fh.1++- a-n•-m,... �:�. a;� 7-C\r ..a S -f. lvF�' - .�anc,.-;J,.i;l •F,xr,'Y;`Y'.3 f .;o-',.•�s �u 'j,.�» -rs`"'�r.' .4' 'a�,.,y SR" '', _�.�j� '`„r,,,%-.m,,�1.'.. 'tea ,. !`• d���-��✓"."�%..,r�v�r z ?D.yY„'�+-�->.�* ��ya�' ��'? .2�%�a. .,tr, y, ,u-t,� :.�.,,,t r�. .,.iX SRO13 *?�-. xN.K ;d•< � � � .:.k><�c�,r�•ds�w5'r�..[?�,.:.=...ac:c+o....�7._.,�.A:,-:.crrs•":c���;u�'+`ir�:YtJ - Y��. 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CIVIL ENGINEERS LAND SURVEYORS LAND PLANNERS 17 January 2005 City of Lake Elsinore 130 South main Street Lake Elsinore, CA 92530 Re: 207 Campus Way APN 374-122-011 City of Lake Elsinore Dear Sir, This letter shall serve as my statement that I have reviewed the rough grading completed to date at the above referenced site, and found that the pad for the proposed residence has been raised 1-foot to pad elevation 27.4 to allow for house sewer drainage into the existing sewer lateral. If you have any questions concerning this matter, please do not hesitate to call. Respectfully, Gabel, Cook &Associates, Inc. ESS/p A.C !� m A. Co Mo•2M Civil Engineer fiv.IMI 5 RCE 23323 clvo. P OF CAS N:121971Documents\Pad certification lot 7.doc 125 West La Cadena Drive,Suite A, Riverside,CA 92501 Telephone(909)788-8092 Fax(909)788-5184 GABEL , COOK & ASSOCIATES , INC . CIVIL ENGINEERS LAND SURVEYORS LAND PLANNERS 17 January 2005 City of Lake Elsinore 130 South main Street Lake Elsinore, CA 92530 Re: 209 Campus Way APN 374-122-010 City of Lake Elsinore Dear Sir, This letter shall serve as my statement that I have reviewed the rough grading completed to date at the above referenced site, and found that the pad for the proposed residence has been raised 1-foot to pad elevation 30.7 to allow for house sewer drainage into the existing sewer lateral. If you have any questions concerning this matter, please do not hesitate to call. Respectfully, Gabel, Cook &Associates, Inc. � Craig A. Co . Civil Engineer �^ RCE 23323 °C No•2= * �p.12i8l11)6 (IF CD+1- NA21971DocumentslPad certification lot 9.doc 125 West La Cadena Drive,Suite A, Riverside,CA 92501 Telephone(909)788-8092 Fax(909)788-5184 Be m n ar LETTER OF T M� L To: CITY OF LAKE ELSINORE �5�° e: 12/14/04 130 S. MAIN STREET o� B&HJobNo16173.52/53/57 LAKE ELSINORE CA 92530 �� Project: various ATTN: SUE DEMKOWICZ Via: ❑ Messenger ❑ Express ❑ Blueprinter ❑ Pickup ❑ Mail ® Other UPS We are forwarding herewith: ® Originals ❑ Copies 0 Report ❑ Specifications ❑ Prints ❑ Plans ❑ Drawings ❑ Other Description: 207 & 209 Campus & 16376 & 16378 Arnold SENT FOR: STATUS: PLEASE NOTE: ® Your approval ❑ Preliminary ❑ Revisions ❑ Your review ❑ Revised ❑ Additions ❑ Your files ® Approved by us ❑ Deletions ❑ Per your request ❑ Returned by us ❑ Corrections ❑ Your signature ❑ For use on job ❑ Remarks: From: BERRYMAN & HENIGAR Copies to: Tina Receiver{ by: If enclosures received are not as listed above, notify us at once. 11590 West Bernardo Court, Suite 100 • San Diego, CA 92127-1624 • (858)451-6100 • FAX(858)451-2846 FORM#P001 Revised May, 1997 City of Lake Elsinore 130 South Main Street PERMIT PERMIT NO: 04-00002054 DATE : 12 14 04 EXPIRES : 6/13/05 JOB ADDRESS . . . . c 207 CAMPUS WAY DESCRIPTION OF WORK GRADING OWNER CONTRACTOR AIKENS GABE OWNER AIKENS IOLA 1940 FAIRBURN RD SW ATLANTA GA 30331 A. P . # . . . . . 374-122-011 9 ENGINEERS EST PERMITTED USE GRADING PERMIT — 101 — 1000 YD QTY UNIT CHG ITEM CHARGE BASE FEE 220 . 00 4 . 60 X 80 . 0000 ADDL 100 YDS OVER 100 YDS 230 . 00 FEE SUMMARY CHARGES PAID DUE PERMIT FEES GRADING PERMIT — 101 — 1000 YD 450 . 00 288 . 00 162 . 00 OTHER FEES ADMIN FEE—GRADING 200 . 00 200 . 00 . 00 PLAN CHECK FEE 409 . 50 409 . 50 . 00 TOTAL 1059 . 50 897 . 50 162 . 00 NOTES & CONDITIONS CONTACT ENGINEERING DIVISION 24 HOURS PRIOR TO THE START OF GRADING AT 951-674-3124 MR. BOB STOVER Date: =4/04 14 Famirt,.m: 2976 2004 2C54 GP CRAMD FAR ST F 1 $162.00 SI.. SIGAL C.I.P....FE 1 $1091.00 MR ff3CE LAZCM RE 1 $102.50 TI TPAMC M:A73 F 1 W88.00 2OX 2C62 ELF BJ D\G FER i T " 1 11F41.36 ffii Total� $14994.86 Total Ott $14484.86 ru v CITY OF LAKE ELSINORE FEE RECEIPT ca,ar�� ENGINEERING M 67"M *"rn-14W f= NAME: ���-- lam(% Ob 2� DATE: /2 / d c. ADDUSS: �- _ PH NE• CITY, STATE,ZIP -,^ CITY PROJECT#A14b DESCRIPTION LL _ CL 8 �VISION) $ c`�r ) $ UTILITY) $ (SUB DM $ r ; 8ECK(OTHER) $ $ gi $ .. $ FIT ASSES AREA;T � q $� {380-60-00 SI (204)SIGNAL CIP FEES LOCATION $ 3381 . -00 SD (211)STORM DIST.CIP FEES DISTRICT $ 230-01-00 CD (608)CASH DEPOSITS/REFUNDABLE $ 340-11-00 CP COPIES,MAPS,PUBLICATIONS $ 340-01-00 GE GRADING:EROSION CONTROL# $ -01-00 GE REVISED GRADING PLAN CHECK: $ 230-90-00 MR (610)K-RAT FEES: $ to +`J _� ENGINEERING ADMINISTRATION FEE $� 3f4-00-00 TI 1 TRAFFIC IMPACT FEE T AL gLIgEil=aa � Comments: am Fee Receipt form No.2001-06-Revised on October 22, ow �u v CITY OF LAKE ELSINORE FEE RECEIPT Cify of lake n:n«e DivWM 130 S M i.salm 1Ao rs:nom ce szs3o ENGINEERING M9)674-31U (9"471-1418 fa NAME: C /t/L DATE:_ ADDRESS: PHONE: . CITY, STATE, Z�IpP _ z CITY PROJECT#AND DESCRIPTION _ • oj/C� (� 320-30-10 EP ENCROACHMENT PERMIT(SUBDIVISION) $ 320-30-20 EP ENCROACHMENT PERMIT(OTHER) $ 320-30-30 EP ENCROACHMENT PERMIT(PUBLIC UTILITY) $ 340-21-03 PU PUBLIC IMPROVEMENT PLAN CHECK(SUB DIV) $ 340-21-03 PU PUBLIC IMPROVEMENT PLAN CHECK(OTHER) $ 340-02-00 MC MAP CHECK(FINAL MAP) $ 340-02-00 MC LOT LINE ADJUSTMENT# $ 340-02-00 MC PARCEL MERGER# $ 340-02-00 MC STREET VACATION# $ 361-00-00 PI (605)IN-LIEU PAYMENT(PUB IMPROVEMENT) $ 392-30- RC (254)RAILROAD CYN ROAD BENEFIT ASSES AREA: $ 380-60-00 SI (204)SIGNAL CIP FEES LOCATION ) $ 381-�_�-00 SD (211)STORM DIST.CIP FEES DISTRICT, C)U_3�\J J $ 1 / 230-01-00 CD (608)CASH DEPOSITS/REFUNDABLE $ 340-11-00 CP COPIES,MAPS,PUBLICATIONS $ 340-01-00 GE GRADING:EROSION CONTROL# $ 340-01-00 GE 'REVISED GRADING PLAN CHECK: $ 230-90-00 MR (610)K-RAT FEES: _- -$ S d 340-20-28 AD ENGINEERING ADMINISTRATION FEE $ / 384400-00 TI TRAFFIC IMPACT FEE $ TOTAL$ Comments: Finance Receipt Stamp ]Ice Jute: 12/14/04 14 P=ceipt m: a) SRf Fee Receipt form No.2001-06-Revised on October 22,20M g-ccalAM.B 1 $$ TT •TRAFFIC II Pper F 1 13l DRG JET_ 1 $11806.42 _ Gh(rK $14287.92 - Total taTb al $14287.92 Total 1t $14287.92 'a-arc- date: 12/14/01 Tim: 11-43:55 • �L o , —fake, EL020TE, ��VYLE C.:Ltl��1 �Ot C�02E�? une ,2004 Mr.Davina Felix 420 McKinley Street,Suite 434 Corona, California 92879 RE: MINOR DESIGN REVIEW FOR TWO SINGLE FAMILY RESIDENCES LOCATED AT 207&209 CAMPUS WAY- APN 374-122-010&011 Dear Mr. Quiday: Staff has reviewed your submittal and found that all the initial items listed on the Submittal Requirements List have been included,therefore,you project has been deemed complete. However, there are several data items missing from your plans, and the type of architecture proposed, although acceptable for all other areas of the City, is not acceptable in the Historic Overlay District where your project is located. I am enclosing a copy of the types of architecture allowed in the I-Estoric Overlay District per the Hrmnr EhinwAnbkeawal Design Stardani Please revise your elevations to reflect one of the styles recommended.Also, because you are proposing to develop on two lots I will need a separate package for each lot including a Site Plan, Landscaping Plan, Grading Plan, Elevations,and Floor Plans, along with an additional fee of$1,250.00. The following lists the other items needing to be revised and/or corrected: L Site Plan a. Please enlarge the scale of your drawing. The column of notes can be removed or reduced in size to accommodate this increase. b. Add the names and addresses of the owner and applicant on this sheet. c. Add the statistical information required which includes the square footage and percent of the site devoted to building, landscaping, and paved areas. Please also separate the residential square footage from the garage square footage. d. The layout of the residence on the site plan is required to match the grading plan. You show the plan in reverse. e. Locate a minimum 6 foot City Standard fence with returns on the plan. f. You.are required to show a 37 x 7'0" concrete trash pad behind the fence. 2. Landscape Plan a. Indicate the slopes that are shown on the grading plan on this plan. Note that all slopes over 3 feet in height require automatic irrigation and landscaping. Please add this information on the plan and show a landscape plan for all slopes over 3 feet in height. b. Your plan indicates you are landscaping the front and rear yards. If this is only a concept and you do not intend to landscape the rear,please remove this from the p plan. PP 13o zSout►z Chain cSttFF-t, 1'ake 2flinozE, e2oT1I 92530 �xrpgonE: (9o9) 674-3i24 Sax: (909) 674-2392 wa7w.CakE-Ef: inozE.ot9 Mr.Felix June 24,2004 Page 2 of 2 c. Your planting Legend lists an Evergreen Pear, but this symbol is not noted on the plan.Please check the legend for other discrepancies. J. Architectural St yle/Elevat7ons a. Choose one of the styles listed on the enclosed copies. Be aware that foam surrounds or other architectural features such as shutters are required around all windows in all areas of the City per the directive of the Planning Commission. b. Indicate the materials,textures,and colors to be used on the unit. c. Please provide the total height dimension of the unit. 4, Second Lot a. Provide a Site Plan, Landscape Plan, Grading Plan, Elevations and Floor Plan package for the second lot. Please change the features of the second plan so that it is not exactly like the first lot. These features may include varying column types,masonry trim,and other architectural features. Please submit one set of plans for each lot for a final review. Once these have been approved by Planning Staff you may re-submit your package of 10 full sized plans folded to 8 lh" x 11," one reduced set; one rolled color elevation and one color and material exhibit mounted on an 8 rh" x 11" board. You may use paint chips or other color samples for this exhibit.You also will need to submit a 300 foot radius package you may obtain from a Title Company. You will need one package for each lot. Upon receipt of these materials,your project can be scheduled for Planning Commission. I am enclosing the Conditions of Approval received from the Engineering Division. If you have any questions regarding this Conditions,please contact Jerry Foroutan at (909) 674 3124, extension 243. If you have any questions regarding the comments above please contact me at (909) 674 3124, extension 209 or Email at lmillerCa.lake-elsinore.org. Sincerely, CITY OF LAKE ELSINORE www lake-elsinore.o t Linda Ni Miller,AICP Associate Planner Enc.. Historic Architectural Design Standards Engineering Division-Conditions of Approval for 207&209 Campus Way Cc: Robert A Brady,Director of Community Development Armando G.Villa,Code Enforcement and Planning Manager Ken Seumalo,Engineering Manager Be � n ❑ o ❑ � ar LETTER OF TRANSMITTAL To: Gabel, Cook & Assoicate Inc. Date: 8/30/04 125 WestLa Cadena Drive Suite A B&H Job No. 16173.52 &53 Riverside , Ca 92501 Project:APN 372-122-01 1 ATTN: Craig A. Cook APN 372-122- 010 Via: ❑ Messenger ❑ Express ❑ Blueprinter ❑ Pickup ❑ Mail ❑ Other Group We are forwarding herewith: ❑ Originals ❑ Copies ❑ Report ❑ Specifications ❑ Prints ❑ Plans ❑ Drawings M Other Redlines and Correction letter Description: SENT FOR: STATUS: PLEASE NOTE: ❑ Your approval ❑ Preliminary ® Revisions ❑ Your review ❑ Revised ❑ Additions ❑ Your files ❑ Approved by us ❑ Deletions ❑ Per your request ❑ Returned by us ❑ Corrections ❑ Your signature ❑ For use on job ❑ Remarks: PLEASE RETURN THE REDLINES WITH 2 SETS OF PRINTS TO TINA YORK From: BERRYMAN & HENIGAR Copies to: FILE Miranda Hung Received by: T:ILAKE£LSINORA 151731 MS Word ReslLertersl Tiansmilralsl 16173.50PGP15rTRN.do FORM#Po01 Revised May, 1997 Bei Tyman He nuirar CITY OF: LAKE ELSINORE PROJECT: _APN 372-122-011 CHECKED BY: _ MH/TY (I N ITIALS) Lot 7 DATE: 8/24/04 CHECK NO.: 1 ENGINEERING FIRM: Gabel, Cook & Associate INC. PROJECT ENGINEER: Craig A. Cook TELEPHONE: CORRECTIONS Please address the following comments with written response. 1. Correct general notes to reflect approved notes 2. Provide approved drainage study 3. Provide all abbreviations and symbols on legend 4. Retaining wall by separate permit 5. Provide Soil Engineer Name, address and Phone number, and soil report 6. Provide Rough Grading Plans for reference 7. Swales must be minimum of 3 feet away from building wall 8. Recalculate All deepened footings 9. 1% minimum drain for swales 10.Where is the water draining to at the west corner of lot? Provide Q. 11.Add Silt fence to Toe of slopes on Erosion Control Plans 12.Comply with Conditions of Approval number 5 13.Address all other redlined comments as shown on the plans CAD=rnents and Setting slEng_secretarylLocal SettingslTemporary Internet Files10LK7116173.52PGP1stCOR.doo 11590 West Bernardo Court, San Diego, CA 92127 (858)451-6100 ♦ FAX (858)451-2846 ♦ www.bhiinc.com An Equal Opportunity Employer Bep7y, man He .- ar CITY OF: LAKE ELSINORE PROJECT: APN 372-122-010 CHECKED BY: MH/TY (INITIALS) Lot 9 DATE: 8124/04 CHECK NO.: 1 ENGINEERING FIRM: Gabel, Cook & Associate INC. PROJECT ENGINEER: Craig A. Cook TELEPHONE: CORRECTIONS Please address the following comments with written response. 1. Correct general notes to reflect approved notes 2. Provide approved drainage study 3. Provide all abbreviations and symbols on legend 4. Provide rough grading plan for reference 5. Provide Soil Engineer Name, address and Phone number, and soil report 6. Swales must be minimum of 3 feet away from building wall 7. Recalculate All deepened footings 8. 1% minimum drain for swales 9. Provide letter of drainage acceptance to drain onto adjacent property 10.Add Silt fence to Toe of slopes on Erosion Control Plans 11.Address all other redlined comments as shown on the plans CADocuments and SettingslEng_secretarySLocal SettingslTemporary Internet Files10LK7116173.53PGP1stOOR.doc 11590 West Bernardo Court, San Diego, CA 92127 (858)451-6100 ♦ FAX(858)451-2846 ♦ www.bhiinc.com An Equal Opportunity Employer CITY OF LAKE ELSINORE IRVU1212 OCR 4 GVJ��044La� 130 S. Main St. LAKE ELSINORE, CA 92530 DATE JOB-NO. i (909) 674-3124 8116104 ATTENTION I Tina i TO Berryman & iien}gar RE. i Way Precise Grading 11590 W. Bernardo Ct. , Suite 100 San Diego, CA 92127 WE ARE SENDING YOU Xl Attached ❑ Under separate cover via the following items: ❑ Shop drawings ❑ Prints ❑ Plans ❑ Samples ❑ Specifications ❑ Copy of letter ❑ Change order ❑ COPIES DATE NO. DESCRIPTION 2 Precise Grading Plans, Lot 9 (APN 374-122-010) 2 Precise Grading Plans, Lot 7 (APN 374-122-011) 1 Conditions of Apppoval - 207 Campus Way I 1 Fee Receipt $409.50 I I THESE ARE TRANSMITTED as checked below: a For approval ❑ Approved as submitted ❑ Resubmit copies for approval ❑ For your use ❑ Approved as noted ❑ Submit copies for distribution ❑ As requested ❑ Returned for corrections CJ Return corrected prints ❑ For review and comment ❑ ❑ FOR BIDS DUE ❑ PRINTS RETURNED AFTER LOAN TO US REMARKS I f I COPYTO 207. CampgasWay SFR SIGNED: Ilnrlr"liT€a19��1C"'�nnerinc��� rlaSter If enclosures are not as noted,kindly notify us at once_ I CITY OF LAKE ELSINORE PRECISE GRADING SUBMITTAL SHEET ' NOTE: SUBMIT GRADING PLANS Submittal FOR EARTHWORK REVIEW TO THE ENGINEERING DEPARTMENT First Check Subsequent U Final PARCEL/TRACT NO.: zn 1� Extra Ordinary DATE RECEIVED: 8 �� Overtime . RECEIVED BY: .p[�I ) � UBMIM" D BY: � I Y� S NATURE: PHONE: THE FOLLOWING ITEMS MUST ACCOMPANY EACH SUBNIITI'AL (WHERE APPLICABLE): F'HLST CHECK SUBSEQUENT CHECKS 4 SETS SLUELINES(MUST BE SIGNED) 2 SETS REVISED BLUELINFS CC I PREVIOUS CHECK PRINT I 2 SETS REVISED HYDROLOGY/HYDRAULICS PREVIOUS HYDROLOGY/HYDRAULICS CHECK 1COND F APPROVAL 1 Cort EXCESSIVE'PLAN CHECKS WILL RESULT IN ADDITIONAL FEES 1 APPROVED.TENTATIVE MAP AND SITE PLAN OUGH GRADE PLAN ENCIES FEE OF$ FINAL PLANS FOR APPROVAL REQUIRED PLANS AFTER APPROVAL ORIGINALS(FOR SIGNATURE) 3 SETS BLUELINES 1 SET FINAL HYDROLOGY AND HYDRAULIC 2 SETS]MICROFICHE 35mm APERTURE CARD CALCULATIONS COMPUTER DISK(S).OF ALL INPUT DATA AND MAPS REVISIONS ORIGINALS I BLUELINE OF REVISED SHEETS AND TITLE SHEET AFTER REVISIONS I BLUELINE SET WITH REVISIONS MARKED IN RED 2 SETS NIICROFICHE 35mm APERTURE CARD INCLUDING TITLE SHEET City of Lake Elsinore 130 South Main Street APPLICATION FOR APPLICATION NO. _ GRADING PERMIT a APPLICATION R EIVED DATE AP q Ll By GRADING ^CJ Di GADDR S o/49 20_9 - C_frm S CUT AMOUNT TRACT StOCK/PAGE LOT/PARCEL FILL AMOUNT NAPJU .Z MAILING ADDRESS TOTAL AMOUNT �� p a STATE/ lLZ.lam e-2�c) �/ /`� I hereby affirm that]am licensed under provisions of Chppter 9(commencing with Section PLAN CHECK FEE $ �(J—! V Tom)of Division S of the Business and Professions Code,and my license is in fall force and effect- - - - - LICENSE" CITY BUSINESS ANDCLASS TAX" ADD.PIC FEE $ p NAME f-. MFJUNG Q ADDRESS - - BOND AMOUNT $ z CITY STATE/ZIP PHONE O CASH DEPOSIT $ U CONTRACTOR'S SIGNATURE DATE EROSION CONTROL PLANS a Mnul PLAN CHECK FEE $ Z AD EVJ lirtC STATE/ZIj�e 1� GRADING PERMIT FEE $ 160-00 TRACT ROUGH GRAD QR PRECISE G PHASE.. IMPORT OR E J •A OF LOTS REVISED GR NG ETHER LOCATION ��1 y SINGLE FAMILY PLAN CH �K`FEE $ L/" ❑APARTMENTS = w ❑CONDOMINIUMS OTOWNHOMES ❑COMMERCIAL - ����i✓//'�� PAID OINDUSTRIAL DATE JOB DESCRIPTION I--] I certify that I have read this application and state that the above information is correct. I agree to comply with all city and county ordinances and state laws relating to building o v cnstruction, and hereby authorize representatives of this city to enter upon the above-mentioned property for inspec- tion purposes_ azure of Applicant or A ent DateAUG _Ill 2004 i AGENT FOR ❑ CONTRACTOR ❑ OWNER AGENT'S NAME �X1 AGENT'S ADDRESS STREET CITY STATE ZIP REV-OATE6-1-92 4a",.I..%,.t..,"".,,..�P,--,-f....f;-..,ate.. o". .-�.�'..?a� .-..." ..:.�..;..m.-".".vt...;p,.."I.,.v w.r...I.�...,..�-.e...:;.,---i p g-..�m!*: "-.�,g,.� ".x ....-.`...,-..-o;. .�.wN.........-....mo o...I.�:Ih..1...o.,,.. .... .7, M..� m. 7."..�p.,`*�"" a?Cii,'kN,,. ,,,,o..;a,.''..P:...v..", :".,m,.-"..--.: x . ''D'-..,: u.-,,t�h��,.w.q,. ,K. R_..e.�.�'-. '-.r;.�*�,i.'I,�,`,..- -IW. ,'.T AI� '�.,.4:MI��.:...rP... -.' �:.-.-7.­,.. ...":4..0 � i!.',.,.V..';-��`*tr:�".:' .....�...wF.4.."- :..-..4.,�.,,i.," ;..-ja.:. ., - . .. . .. , -.......:�-.,,. ��.:.:.:.4...'I.-.,:I P U-.s-;-�,,.m L I."......:, ....:.-.....-.. .....'C ,.,''.-,::......,-- P 'P-...I.�- E-,,.m�.t ......."'`- R,,.�'.::..._.,..-.-,..�...-,..1 .-T--,—:.:....,.- ....:..�-�,�,.� Y....'.�;.-..,..:..;. :.....'....f.. :.* .-....:.�..m......,:..,,...�.:..-.,......-.. IN;:,.:,.I,....-::. - ..-..R," .....-O-'-. 7-...�..1:.:-,..I. .--..-...,l ..:'-.--......;....I.....: .�,...-... ....,'. �..,.-:m.1.... :.....1....�..;..� : - �I v... .:...._ .....,...�z.,:�i% V—,... ......:..:-�...-r... EM.-.�,...'I...,'... , 1 1R:-::,:--,. M........-:.r--; I�.. T . IN P ECTIdiOH6k-- 909:614-1244 -� . , .- ,iw. � v, ARR LS 0 E iNSPtClfidihFflttSNXLLBiNbilOIED commu64y Development -ar :: ""t tFEgnv-.. . ..:.-. ...:.....!.!...--.'.. -.a . - �* ..';,...'%.-n..m.:—... ". !,1- \DA 4 f-1 i *.-Wb (2):WORK bAis ­lbl i�6.9-AUM STREET . EXPIRATION " -w "-.,.,. ,,.....�_......-:.... .I:.�,!.�..........,t . � ,-,- ,.,. .�....-.�,.1'.-� . ,- ..-.��. �.''�... �- ' �:. ., : TO toMf .6INd :PE:PERMITTED USE LAKE-kb No 9 . . �� DATE`. FAILURE T OBTAIN, Ns ECT!�0-SHALL (9O9)-a74�3124,.VOID THIS PERMIT. . kk mffc Ii p,� ` ..�. , :: l� ,.. -- . . fimt f*q -,n XN - ay.Telenhone N& Night Telephone No !M.m. ITTM USE: . 6 *l- ..property s hereby mithork6a-As f6l16Wst ct-to vislpn�on.reverse herIap -attached" . ... .:.,;. � .� ..,.,-- ....:-'. ..,-- ' : V t . -, ' F: u r bii 6k0r, 1i i , '�:-- -�I .'..:.,, ---:�-... -: .1 ...-:-., -�, l :- -.-1 ,- - , :�. ".-,. - ...,.�,�. - .-.:.�— ..t.,�':.. -: L ,11' " ..�i,..:.�— ..�....-. ., : `! ; ...; ... -,...."�!....�'- .�..i�. .I....I:� ,Il !!� I.�,t....:!.....:.., 0 '.�N 4, t r 2ttiimn�.Pp' .A"A� 13 — %. ,, �.- Z,': ,. 1. HIS.IS.Y Ukkk1ti "ft!,�:. .. 7 :t.. WHEN MACIN�NXb bkTVj Fe ,- w-s.7 .X' .T j 4 4 t N ,, i I� i j, ENGINEER: i ,- % . 1 ; MITTEEIS*A tEkiA iu . � %,.� l 6 � rp ... �., �. , -• Y FE4w�;AND APPROVEW, L NS.Si kt L,-kMk:jkMj �96 l o,SITE;PEAW I TEES.SHALL QMPLY. -RZ(a 0S P Rlww.6W. � .SIDE AND,AITACHMENIN.FALL,UNDERGROUND.. ORK REQ RE , Id 'N GROU.ND SERVICE ALkiffl.tom mNZE. CAL LISA AT 14W4224133 AT LEAST 48 HOURS PRIORT EXCAVATING.,. . . .. . . . .?".. . THIS PERMIT SHALL BE NOT-TRANSFERABLE. : ;..:...:.::: 11 P... ... . . . . � . . � �. WHITE YF,LL0W PINK GOLDENROD : PERMMEE P71NANCE JOB FILE INSPECTOR :. ...'...... . Rev. 3/2000 RELEASE FORM City of Lake Elsinore Engineering Division To Issue a Building Permit THE OWNER OR DEVELOPER IS REQUESTING A BUILDINNG}V PEA NUT FOR CONSTRUCTION (site address) APPLICANT_ ADDRESS: PHONE NO_ J�L-vT��C�1�—� 7/ CITY PROJECT: J t The Conditions of Approval have been reviewed and all applicable conditions were checked off on the attached Building Permit Checklist form. Those applicable conditions were also checked off once completed by the applicant. All Engineering Division conditions of approval triggered at building permit issuance for this project have been met and the Engineering Division now AUTHORIZES THE RELEASE TO ISSUE BUILDING PERMITS. Checked and reviewed: 2W16( DA E Engineering Staff Approved: Late City Engineer NOTE TO BUILDING DIVISION.- Attached is a Fee Receipt for the fees due for this project Applicant should provide a check in the amount of$ prior to the issuance of the permit - � CONDITIONS OF APPROVAL SFR—209 Campus Way U:ljforoutanlsfr.cond.app—209 Campus Way 1. All Public Works requirements shall be complied with as a condition of development as specified in the Lake Elsinore Municipal Code(LEMC)prior to building permit. 2. Pay all Capital Improvement and Plan Check fees (LEMC 16.34). The traffic mitigation fee is $1,197 and the drainage fee is $1,091 (Town No. 4 Dist.) and the TUMF amount is $6,650. 3. Submit a "Will Serve" letter to the City Engineering Division from the applicable water agency stating that water and sewer arrangements have been made for this project. Submit this letter prior to applying for a building permit. 4. Construct all public works improvements per approved street plans (LEMC Title 12). Plans must be approved and signed by the City Engineer prior to issuance of building permit(LEMC 16.34). S. Street improvement plans and specifications shall be prepared by a Calif. Registered Civil Engineer. Improvements shall be designed and constructed to Riverside County Road Department Standards, latest edition, and City Codes (LEMC 12.04 and 16.34). The plans to show profiles of improvements at top of curb in the street. 6. If the existing street improvements are to be modified, the existing street plans on file shall be modified accordingly and approved by the City Engineer prior to issuance of building permit. An encroachment permit will be required to do the work. 7. Work done under an encroachment permit for off-site improvements shall be delineated on the street improvement plans and approved and signed by the City Engineer prior to issuance of building permits. 8. Pay all fees and meet requirements of an encroachment permit issued by the Engineering Division for construction of off-site public works improvements (LEMC12.08, Res.83-78). All fees and requirements for an encroachment permit shall be fulfilled before Certificate of Occupancy. 9. All compaction reports, grade certifications, monument certifications (with tie notes delineated on 8 1/2" x 11" mylar) shall be submitted to the Engineering Division before final inspection of off-site improvements will be scheduled and approved. 10. The applicant shall obtain all necessary off-site easements for off-site grading from the adjacent property owners prior to grading permit issuance. 11. Apply and obtain a grading permit with appropriate security prior to building permit issuance. A grading plan signed and stamped by a Calif Registered Civil Engineer shall be required if the grading exceeds 50 cubic yards or the existing flow pattern is substantially modified as determined by the City Engineer. If the grading is less than 50 cubic yards and a grading plan is not required, a grading permit shall still be obtained so that a cursory drainage and flow pattern inspection can be conducted before grading begins. 12. Applicant to provide erosion control measures as part of their grading plan. The applicant shall contribute to protection of storm water quality and met the goals of the BMP in Supplement "A" in the Riverside County NPDES Drainage Area Management Plan. 13. Arrangements for relocation of utility company facilities (power poles, vaults, etc.) out of the roadway or alley shall be the responsibility of the property owner or his agent. 14. Provide fire protection facilities as required in writing by Riverside County Fire. 15. On-site drainage shall be conveyed to a public facility or accepted by adjacent property owners by a letter of drainage acceptance or conveyed to a drainage easement. 16. All natural drainage traversing the site shall be conveyed through the site, or shall be collected and conveyed by a method approved by the City Engineer. 17. Roof and yard drains will not be allowed to outlet directly through cuts in the street curb. 18. Roofs should drain to a landscaped area whenever feasible. 19. In accordance with the City's Franchise Agreement for waste disposal & recycling, the applicant shall be required to contract with CR&R Inc. for removal and disposal of all waste material, debris, vegetation and other rubbish generated during cleaning, demolition, clear and grubbing or all other phases of construction. City of Lake IIsino c Planning Division t30 S.Mia Stint Request for Review and Comments a lake Elsinm,CA 9Z30 (909)674-3124 (909)471-1419 Fax � �eftached inatals are betng sent to fyou fo o{ an a_pan earl notificat<on Ghat the folio Ala? .s i,'s fat 3..z� 11'j€� € C{ po�ect€x betng requested. Please review tlieq prppose pr�l�ect based on your agency s/department area of interest or exile tse t our cotntnents,recornmendattons, or#conclttt4 fire requested so tiat they can be incorporated in the tttttal ,4n checlorgstaffr q Eox} ,'articular case f F ..x,i,aaE3sea.#f•>i3[#s4.a;r°Sa,E�slrz'fa.P�E-,a,.k,4'.�xti To: ®City Manager ❑County Fire Department ®EVMWD ®Assistant City Manager ❑County Planning Department ®LEUSD ®Director of Community Development ❑County Health Department ®SCE ❑Director of Community Services ❑Riverside Transit Authority ®Verizon ❑Director of Administrative Services ❑City of Canyon Lake ®The Gas Company ®Engineering Manager ❑Caltrans District#8 ®Comcast Cable ❑Building&Safety Manager ❑U.S.Postmaster ®CR&R Disposal ®Planning&Code Enforcement Manager ❑U.S.Fish&Wildlife Services ❑L.E.Police ❑U.S.Army Corp of Engineers ❑CA Department of Fish&Game Date: May 25,2004 From: Linda Miller,Associate Planner (909)674-3124 ext.209 Email:lmiller @lake-elsinore.org Project Title: MDR of(2)SFR @ 209 and 207 Campus Way(blease refer to this number when responding) AAppli�ant: Davin Felix 420 McKinley St. #434 Corona,CA 92879 Owner:Salvador Mendoza 2838 Frontera"A"Anaheim,CA 92806 Project Description: The applicant proposes to construct two single family residences. One home is approximately 1975 square feet with 3 car garage. The other home is approximately 2101 square feet with 2 car garage. Project Location: 209 and 2007Campus Way,Lake Elsinore,CA 92530 Within the Lake Elsinore Historic District(APN 374-122-010,011), Rely b June 8,2004 // CRS No. 720 COMMENTS: —�'-�"" Cy �!^�!� ��a (2 / c.QY►�� � �'�� Date: Name/Title: Telephone: X--f 4G 2 Signature: Request for Review and Comments - Form No. PD 2000-27- Revised August, 2000 Page 9 of 9 THIS MAP IS FOR ASSESSMENT PURPOSES ONLY POR RO. L A L (POR..SW//4 SEC 6, 3. � Oc o - --S-V - -- E � 30' 30, r 20 zo 0.I7Ac.t Is 1 /7 $ J8 O CO 6O. . - asp• ��S,q, - . }'* /6 O7 12 /5 v o � /6 /9 /4 O D /3 /3 14 '8 4 12 9 121 �4 /I 12a 12 io 0 .62f Ac B SD • •. sei - SO' .ZS So'xs— � 000 ® o © ` O./9Act 0/9Act o v 6 5 e 4 3 2 z 3o' i3o" 60' � 0 HEA111 L�� - - I� 2 ASSESSORS MAP BK 374 PG. /2 ��RIVERSIDE COUNTY, CALIF. ,Cyr . /7--7 THIS MAP /S FOR //�� /+ /� 7 -Q A D43 374/2 ASSESSMENT PURPOSES . ONLY POR RO. L fi. LA `j U Nf-t n ��� {���C"�1�"LU{a�t- 5 (POR. S W 114 SEC 6, 7_6 S, R4 W) ���—n.Ly�NC� ZoN1n/C� •a I � " :a 3e" 30' b 20 v ( / ) O 20 /o /9 V 3a' 30• 20 O r1 /9 v 3e ! 3a /7` $ /8 O /7 /8 20 O /7 - II /6. O /2 /5 :16 /9 O /5 j /6 O /0 0 /5 `24fAc - •' ,• � DATE OLONQNE»'NQ /4 D �3 1-3 /4 /8 O I5 14 -4177 izt-AT' is /J O // 1-3 h 7/77 122-3 /8,79 41 12191 I21-18 24,ST ,? 3 9 r2 r ,4 „ ,2 r2 9 „ E i23 121-4 25 o /2 50 /2 // 1/66 izs_is '20,2i ., .. - ----- - 11187 121-/9 26,ST 9/89 /22-/7 9 ' /0 O /O /O O 7 6 / 7 � e 7 14 7 22/628 1189 'w 5D I7 24 �J o 2/ o !2 Y3 /4 202 O./9Acf 019Ac-f 0./9Qc O./9Ac 0./9Ac! I !r 6 5 Q 4 3 2 / �, 6 4 3 2 / ",• 6 = 5 4 Q%2Ac 0.194c. ( �! A b`E------ - - v _ .o . I -�,rp,;,,,,��. 1��!f✓,Wit. 6/302S.D. Por. Elsinore 2 g�4 6� 1Ss �o�l� I x ASSESSORS AIAP BK 374 PG. /2 �l %cRIVERS/DE COUNTY, CAL IF. <)A CONDITIONS OF APPROVAL SFR—207 Campus Way U:ljforoutanlsfr.comp.app--207 Campus Way 1. All Public Works requirements shall be complied with as a condition of development as specified in the Lake Elsinore Municipal Code (LEMC)prior to building permit. 2. Pay all Capital Improvement and Plan Check fees (LEMC 16.34). The traffic mitigation fee is $1,197 and the drainage fee is $1,091 (Town No. 4 Dist.) and the TUMF amount is $6,650. 3. Submit a "Will Serve" letter to the City Engineering Division from the applicable water agency stating that water and sewer arrangements have been made for this project. Submit this letter prior to applying for a building permit. 4. Construct all public works improvements per approved street plans (LEMC Title 12). Plans must be approved and signed by the City Engineer prior to issuance of building permit(LEMC 16.34). 5. Dedicate a 2.50' wide strip of additional right-of-way along the southerly property line for a total of 10.0' of right of way to centerline of alley, to the City prior to issuance of building permit. 6. Street and alley improvement plans and specifications shall be prepared by a Calif. .Registered Civil Engineer. Improvements shall be designed and constructed to Riverside County Road Department Standards, latest edition, and City Codes (LEMC 12.04 and 16.34). The plans to show profiles of improvements at top of curb in the street and at centerline and edge of pavement in the alley. 7. If the existing street improvements are to be modified,the existing street plans on file shall be modified accordingly and approved by the City Engineer prior to issuance of building permit. An encroachment permit will be required to do the work. 8. Work done under an encroachment permit for off-site improvements shall be delineated on the street improvement plans and approved and signed by the City Engineer prior to issuance of building permits. 9. Pay all fees and meet requirements of an encroachment permit issued by the Engineering Division for construction of off-site public works improvements (LEMC12.08, Res.83-78). All fees and requirements for an encroachment permit shall be fulfilled before Certificate of Occupancy. 10. All compaction reports, grade certifications, monument certifications (with tie notes delineated on 8 1/2" x 11" mylar) shall be submitted to the Engineering Division before final inspection of off-site improvements will be scheduled and approved. U: \jforoutan\cond.app\SFR - 207 Campus Way.doc 11. The applicant shall obtain all necessary off-site easements for off-site grading from the adjacent property owners prior to grading permit issuance. 12. Apply and obtain a grading permit with appropriate security prior to building permit issuance. A grading plan signed and stamped by a Calif. Registered Civil Engineer shall be required if the grading exceeds 50 cubic yards or the existing flow pattern is substantially modified as determined by the City Engineer. If the grading is less than 50 cubic yards and a grading plan is not required, a grading permit shall still be obtained so that a cursory drainage and flow pattern inspection can be conducted before grading begins. 13. Applicant to provide erosion control measures as part of their grading plan. The applicant shall contribute to protection of storm water quality and met the goals of the BMP in Supplement "A" in the Riverside County NPDES Drainage Area Management Plan. 14. Arrangements for relocation of utility company facilities (power poles, vaults, etc.) out of the roadway or alley shall be the responsibility of the property owner or his agent. 15. Provide fire protection facilities as required in writing by Riverside County Fire. 16. On-site drainage shall be conveyed to a public facility or accepted by adjacent property owners by a letter of drainage acceptance or conveyed to a drainage easement. 17. All natural drainage traversing the site shall be conveyed through the site, or shall be collected and conveyed by a method approved by the City Engineer. 18. Roof and yard drains will not be allowed to outlet directly through cuts in the street curb. 19. Roofs should drain to a landscaped area whenever feasible. 20. In accordance with the City's Franchise Agreement for waste disposal & recycling, the applicant shall be required to contract with CR&R Inc. for removal and disposal of all waste material, debris, vegetation and other rubbish generated during cleaning, demolition, clear and grubbing or all other phases of construction. U: \jforoutan\cond.app\SFR - 207 Campus Way.doc