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HomeMy WebLinkAboutPlanning k 220 O ( . '1('' q--- 1 �, i Lje'l.(———— K _ ,zik __ ib 210 ° : T f'EET t .1r pi`s . 20/ -74— 20r 144 20 I -I' C t � t , 19 L fit ' 'C4 Li UL CUTTER P E ''I T° � �.� GTI LE::I �� STD AN D SIDE AILK EX VARI FS a \ t4 \ _ ....._.____ _ ...._,..„,_ c_....--- - ''',.m- E.t, .. -:, TTEF ` EX CURB at GUTTED .I r< SIDEWALK TO E REMO E 1K1 O 0 5I-C.—ION H I C;ILLl,Y'N n\,',Ey C c IF 1i`= _ F0C -HD FDC .__-__..------,i _., LvLici ,(a 44" a+, cit,__ co --1, D , , -N, . , . E -"'1"4'75- QN _ 1 0 14O1L2 -a 5v 1 "c' _.71cA Iii, .,� x Aro i4V A rv7/9 NO .2N3ry .4rd 7FM? 'z 79,7.7 „ ' ( 7fnc.7 7rrctir7rc PNf151X3 NO dfr) J1?, 3,,,,V NIP . rt girt' ,4Pd ?"rt r► a>rik rv€,O 2211179 '18/77 1 s ' .-- . _ ' \ -- -r• -41. - . 4 < CAriCeP -.- \ E £T9199, '/t7' SY 4-- Zr/X2 U1 9!7?d G 5GI$ -k1$ al 16 iv 'f15 i 1Y t3'AV2 70 1Y---- I i, ,G1 K1 NO '3 MI riV It 4.��o sAV-1 4 xlrtCa Stitty 7 gcliAlv7 3 µ.Z .�,Z „4 - .9 I .0 _ 9 _ L 9 Q I •!0 a Nv , t Ii 2 . p v ,, 1 2 i ..0_ ,Qz ..c, _.47 t ' ,..0 - ,0 Z., ......... CAPITAL PROJECT / PROJECT#: NEW PROJECT: X 9// & PROGRAM #: 730 ADD'L APPROP: ' , DEPARTMENT: Public Works USEFUL LIFE: 20 years O CATEGORY: Public Facilities SSA PROJECT TITLE: Traffic Signal C 40( i PROJECT DESCRIPTION I� This project will signalize the intersection of East Campbell Avenue and Page Street by having the n O✓_ Cresleigh Homes Development Project build the Traffic Signal as part of their project, with advance funding from the City and contributions taken from other recent development projects. The City has already collected $60,000 from the St. Anton project, and has conditioned the Pruneyard Office Building project to contribute another$85,000 towards this traffic signal. The Cresleigh Homes project would be required to contribute $187,000 and the future redevelopment of the Greylands site would be required to contribute the remaining $173,000. At this time, the only available funds are the St. Anton contribution of$60,000 and the Cresleigh share of$187,000. This CIP project would have the City front the remaining $257,000 until that time that the Pruneyard and Greylands developments are required to reimburse the City. a''711, 174,41%. i ■ .mom RELATIONSHIP TO STRATEGIC GOALS, OBJECTIVES AND ACTION STRATEGIES This project addresses Strategic Plan Objective 3.3 - Streets that safely and comfortably accommodate pedestrians and bicycles, and Objective 3.4 -Streets that are safe, clean, and well maintained. ALTERNATIVES 1. Delay construction of the traffic signal to a future date and take a contribution from Cresleigh. SOURCE OF FUNDING Construction Tax TOTAL 2019/20 $ - $ - $ - $ - 2020/21 $ 257,000 257,000 2021/22 - 2022/23 ` 2023/24 - TOTAL $ 257,000 $ - $ - $ - $ 257,000 PROJECT MANAGER: Amy Olay, City Engineer - /RFC d c41--n Fa� t/ 47g k< If AFJ 4r.Wool Development Review Committee (DRC) ROUTING SHEET X Building Division Police Department X Fire District Economic Development X Land Development pd r`�s X Traffic Engineer Project Address: 540, 556, & 558 E. Campbell Ave., and 24 & 34 Dillon Ave. Presentation: 9/6 File No.: PLN2016-378/380-383 Completeness: 9/13 APN: 412-09-27/28/29/30/31 Conditions: 9/20 Applicant: Cresleigh Homes Corp. Property Owner: Cresleigh Homes Corp. Distribution: 8/31 Project Description: Zoning Map Amendment (P-D to C-PD), Planned Submittal:4th Development Permit, Tentative Subdivision Map, and Tree Removal Permit, for a five-story mixed-use (density bonus) project consisting of 59 Planner: CM condominium units and 6,512 square-feet of ground-floor retail. **Please provide feedback on the adequacy of the following: • Ground Plan (A1): Accessibility, clean air, EV, bike parking, grade changes • Trash Plan (A31): Location, traffic/parking impacts, capacity, curb cut • Emergency access plan (A32): overall access, aerial access, ladder access DEPARTMENTAL RECOMMENDATION: If it can be determined that this project will require minimal or no comments by your department/agency, please return this comment sheet with your initials to the Project Planner as soon as possible. Status Initial Conditions No Conditions Additional information/revisions (see attached) MEMORANDUM CITY OF CAMPBELL TO: Cindy McCormick, Project Planner DATE: 6/29/2017 REVISED: 3/26/2018 REV: 10/05/18 FROM: Doris C. Quai Hoi, Project Enginee SUBJECT: DRC APPLICATION Site Address: 540, 558, 566 E Campbell Avenue and 24 & 34 Dillon Avenue APN: 412-09- (27,28, 29, 30, 31) For File No(s): PLN2016-378/380-383 Project Description: Application for a mixed use project of 59 residential condominium units. 6,512 SQFT of retail space. 60 residential parking spaces (57 second level and 3 @grade) and 49 Commercial (@grade) on-site parking spaces (density bonus standards) in exchange for providing affordable housing. Applicant: Cresleigh Homes PUBLIC WORKS DEPARTMENT COMPLETENESS COMMENTS This application is deemed incomplete by Public Works. Please address the items below and resubmit revised plans. This project is subject to the East Campbell Avenue Master Plan. 1. Response Letter: Upon resubmittal, the applicant shall provide an itemized response letter verifying that all the Public Works Completeness Comments have been met or addressed. 2. See attached Detail D-D. Sheet C4 Detail D-D section from Sheet C2. Revise the detail to include the dimension from FOC to FOC at 60'. Easterly Gilman from new FOC to CL is 14' and northbound lane is 20' from centerline. Westerly Gilman from PL to CL is 30'. Easterly Gilman from CL to 30' will get the ROW but there is an additional 20' to face of curb (parking stalls). Please update to reflect correctly. 3. (Repeat,TIA still in progress) A focused transportation impact analysis is required to address traffic concerns involving various issues such as intersection level of service, site access,parking, queuing, and intrusion of project traffic on neighborhood streets. The applicant shall satisfy all traffic mitigation measures and any additional 4. (Repeat) A conceptual design of a traffic signal modification of the Campbell Avenue/Gilman Avenue traffic signal shall add Campbell Avenue/Page Street to the existing Campbell Avenue/Gilman Avenue traffic signal needs to be prepared by a licensed civil, electrical, or traffic engineer. 5. (Repeat) The plans do not include striping and sign plans that reflect the East Campbell Avenue Master Plan planned geometrics. Provide a preliminary plan of the proposed striping and sign plan that would incorporate the E. Campbell Avenue Master Plan. 6. (Repeat)The conceptual design shall reflect the resulting findings of the TIA study showing the optimum operation of this section of the corridor of E Campbell Avenue.be consistent with the East Campbell Avenue Master Plan roadway improvements and the proposed permissive protected left turn phasing on Campbell Avenue as described in the recent PruneYard Shopping Center transportation impact analysis prepared by Hatch Mott MacDonald in 2016. J:\landDev\Completeness\Specific Projects\Campbell Ave-540,558,566,Dillon Ave 24,25 Cresleigh 10-5-18.docx Page 1 of 5 a. The design shall show pole and equipment locations to determine the amount of right-of-way that is needed. b. A mast-arm traffic signal pole facing westbound Campbell Avenue traffic shall be added to the northwest corner of Campbell Avenue/Page Street as part of the proposed signal modification. c. New signalized crosswalks shall allow pedestrians to walk across the west leg of Campbell Avenue at Page Street and the north leg of Page Street at Campbell Avenue. d. The signal pole layout shall resemble the layout shown in the attached Figure 4D-102 (Sheet 3 of 4) of the 2014 California Manual on Uniform Traffic Control Devices except the signal phasing shall be as described in the recent PruneYard Shopping Center transportation impact analysis prepared by Hatch Mott MacDonald in 2016. 7. (Repeat) Addressed in resubmission. Geotechnical report has a different project description than what is being proposed. Verify with the geotechnical engineer if the conclusions and re resented in the 2015 report are still valid to the proposed development. Provide a verification letter. Verification letter provided 3/31/2018. 8. Trash Management Site Plan: Based on the revised Trash Management Site Plan,pushing the curb line out ends with a 12 ft travel lane+2' gutter pan. The 4CY(x2) trash bins placed on the westerly side of Gilman Avenue will be an obstacle in the travel lane. The 4CY bin is 4.2' x 6', sticking 6 ft into the travel lane. Vehicles traveling SB Gilman will be forced to avoid the bin by traveling into the opposing lane creating an unsafe situation. Developer to discuss with staff on a safe, convenient location preferably relocating the trash area to one central location on Dillon Avenue side. The above completeness comment was not addressed but instead the revised plan proposes two curb cuts at both locations of the trash enclosure (Gilman and Dillon). The City will not allow curb cuts for trash roll out. Remove proposed curb cuts. On the Gilman Ave side, switch rooms if you prefer to be closer to the residential driveway to roll out the trash dumpsters. Having a 16' sidewalk is unnecessary if there isn't any proposed outdoor seating area along Gilman Avenue. A 10' Commercial sidewalk(from property line to face of curb)would suffice on Gilman Avenue. • removed and other existing utilities identified but with no action. Show on the demolition ation-of these utilities including but not limited to guy wires, overhead wires pull boxed cable TV boxes, water meters, stlt boxes, tele valve box, ATT anholo power roles PG&E box/vault, signs/sign posts etc. further information may require s-contiguous along the Dillon/E Campbell/Gilman frontages. 10. Sheet C-7 [C.3 Requirements and Stormwater Management Plan]: a. The Stormwater Treatment Summary Table needs to match the architectural sheets. Geyer—sheet—shows-40,22S SF building coverage with 3,200 SF hardscape. Also some of the numbers are cut e€f. The notes and the tables should all match. The C.3 forms should also match up. J:\LandDev\Completeness\Specific Projects\Campbell Ave-540,558,566,Dillon Ave 24,25 Cresleigh I0-5-18.docx Page 2 of 5 whereas notes say 42,550 SF. Summary table shows_10,736 SF. The tables and the •1 � h h b ted a the „sue.,,etie,., st 00 C0 CZ��d-QIID�����LZ -LiL�VV11J 4. N b c. and TCM 5. Provide dimensions of height of the biotreatment planter showing how Avenue. Placement of these planters will be driven by the Planning Department's approval. TCM-4 and TCM-5 previously shown fronting the building have been removed per the revised plans and placed behind the buildings on Dillon and Gilman. d. (Repeat; requires further clarification) Sheet C.6 TCM#3 to TCMI1116. Further clarification required for the biotreatment facilities located within private patios. i. Explain how periodic maintenance for all the biotreatment areas will bc achieved. M " tenance must not be done by individual units. ii. How will the private patios be accessible to the Public Works Department for annual inspections? Applicant proposes to write this in the CC&R's. This will be acceptable. refer to TCM 1 5 for construction. These TCM's-should be labeled the same. f. -Verify that Cape Rush is on the C.3 approved planting list (all plantings in the biotreatment). g. Sheet L4 should refer to all biotreatment facilities from TCM #6 to TCM #11 the C.3 approved planting list. h. Show how the TCM 1t 6 through#11 is captured and-collected from the podium. Also from the street level TCM #1 -to #5 how are they being piped? Provide this information on C5. dimensions; length, width,height. This can also be done at time of construction does. j. Planter Box Detail. Provide the location of the property line. 11. Sheet L1: a. In general, all items privately owned items including overhanging canopies; trellis not drain across the public sidewalk. shall not be used within the public right of way. 12. Sheet C5 Utility Plan. MC 20.36.150 Utilities. Utility facilities adequate to supply tion, electrical, gas, water and fire protection service to each lot of the subdivision shall be constructed and installed within the subdivision. - a: -S n fsewer-late ral on E. Campbell Avenue shall be one foot in from property line. Plans-14o+ti sho} 1=elear from property line but it still shows the SCO in publie right- of This will be picked up in the construction doeuments and will be required to bc on private property. b. Water meters on Dillon Avenue shall be located en private property. " " on Dillon shall be installed on private property: J:\LandDev\Completeness\Specific Projects\Campbell Ave-540,558,566,Dillon Ave 24,25 Cresleigh 10-5-18.docx Page 3 of 5 • . d. Identify location of backflow preventer, any above ground and or below ground vaults, or any major equipment that requires space management. The proposed storm drain connections on the Dillon Ave side will not be accepted as shown. Design to connect to the main on E Campbell Avenue. Also provide sizing calculations for this connection. Show that pre and post Q's are equal. f. Repeat. The location of the CB #604 shall not be installed within the ramp area. Relocate catch basin outside of the ramp area. Center of the curb ramp needs to be centered in the crosswalk. g. Repeat. Show location of proposed traffic signal utilities, traffic signal cabinet if necessary, pole locations,pull boxes, and related appurtenances. h. Repeat. Identify existing electrical main lines on Dillon Avenue; show where electrical and gas service is coming from. Add a note that the OH lines,power poles, guywircs and all appurtenances along Dillon Avenue frontage arc being undcrgrounded. At time of construction submittal, the applicant will be required to provide a joint trench plan. All utilities that arc in thc path of travel(sidewalk arca), will require relocation closer to thc face of curb. i. Show new decorative street lights fronting east side of Dillon Avenue and west side of Gilman Ave; include this on the photometric analysis. 13. Sheet L 7 Photometric site plan. The photometric analysis of off site lighting(for Campbell Avenue) is illegible. The font size for the feot candle levels is too small to read. 11. Sheet L 7 Photometric sitc plan. In the next submittal, a. Incic the existing photometric condition and compare new photometric condition.- Proposed conditions should have photometric information that would include 1. the installation of the new traffic signal, 2. the relocation and removal of street lights(identify the relocation and removal based on the redesign of the frontage improvements on E Campbell Avenue, - 3. the replacement of any existing Type 15 HPS/LPS lighting to LED decorative street lights; all new street lights to be LED. 1. the extent of the photometric study should be from Dillon Avenue to Gilman Avenue inclusive of the traffic signal. 15. (Repeat) There is an existing VTA bus stop fronting the development. Work with VTA on bus stop requirements and potential relocation (including temporary plan during construction). VTA will allow the relocation of the bus station but this will need to be coordinated with the construction activities. 16. Dillon Avenue: Public Improvements should match Detail ill Commercial Street 10' sidewalk and tree wells;tree grates are not required along Dillon Avenue. 17. Landscaping Sheets: Landscaping plus -should have only information on planting and irrigation information for all the biotreatments. Add notes on the landscaping sheet to refer to the civil sheets for the C.3 engineered planter boxes. The city is experiencing miscommunication between the contractor, landscape-architect and civil engineer on C.3 requirements. J:\LandDev\Completeness\Specific Projects\Campbell Ave-540,558,566,Dillon Ave 24,25 Cresleigh 10-5-18.docx Page 4 of 5 18. Sheet A22: Circulation Map incorrectly shows bulb-outs extending toward East Campbell Avenue centerline beyond existing curb line. Instead, future curb line should move further away from the ceiatefl-ibe-ef--E-est-Gam-pbeil-Avenue to provide on street parking and form new bulb-outs: 19. Sheet C2: a. The street width at the Page Street bulb-out is 57 feet per Section C C on Sheet C4. There may be enough room to accommodate bike lanes and four through lanes(no left turn lanes) on East Campbell Avenue. b. Show R26(S)(CA) "No Stopping Any Time" signs on west side of Gilman Avenue where proposed curb line extends toward centerline of street. 20. Sheet L5 a. Street light poles are shown in the middle of the walkway, L sheets base sheets should be the same as the civils. b. Proposed street light locations need to be reevaluated. i. With proposed Page Street traffic signal, the proposed midblock street light pole on East Campbell Avenue and the twin street light pole at East Campbell Avenue/Gilman Avenue may not be needed. The signal designer may need to perform additional photometric analysis to determine whether these historic street lights arc needed. +� The proposed midblock street light pole on East Campbell Avenue conflicts with proposed street tree locations shown on Sheet L1. iii. Proposed street light pole-oe Dillon Avenue should be moved further north to be more evenly spaced between street trees. iv-. Gilman Avenue may be underlit. Consider a new street light pole between the Cresleigh Home driveway and the trash enclosure. 10/5/2018 21.The overlay of the striping plan does not align with the ramps on the westerly and easterly sides of E Campbell Avenue. The existing NW ramp at Page St is not shown. 22.The proposed ramp at the NE corner of Page St is not shown. Include the existing ROW, and include the proposed ramp. Include the pole size diameter and verify that there is ADA clearance at this corner. This corner has a limited right of way. 23.The proposed bulb-outs at Dillon and Gilman do not seem to match the City's E. Campbell Ave CIP project where the bulb outs were recently installed (let me know if you need that project plan again). J:\LandDev\Completeness\Specific Projects\Campbell Ave-540,558,566,Dillon Ave 24,25 Cresleigh 10-5-18.docx Page 5 of 5 MEMORANDUM CITY OF CAMPBELL TO: Cindy McCormick, Project Planner DATE: 6/29/2017 REVISED: 3/26/2018 Cti FROM: Doris C. Quai Hoi, Project Engineer ei SUBJECT: DRC APPLICATION Site Address: 540, 558, 566 E Campbell Avenue and 24 & 34 Dillon Avenue APN: 412-09- (27, 28,29, 30, 31) For File No(s): PLN2016-378/380-383 Project Description: Application for a mixed use project of 59 residential condominium units. 6,512 SQFT of retail space. 60 residential parking spaces (57 second level and 3 @grade) and 49 Commercial (@grade) on-site parking spaces (density bonus standards) in exchange for providing affordable housing. Applicant: Cresleigh Homes PUBLIC WORKS DEPARTMENT COMPLETENESS COMMENTS This application is deemed incomplete by Public Works. Please address the items below and resubmit revised plans. This project is subject to the East Campbell Avenue Master Plan. 1. Response Letter: Upon resubmittal, the applicant shall provide an itemized response letter verifying that all the Public Works Completeness Comments have been met or addressed. 2. See attached Detail D-D. Sheet C4 Detail D-D section from Sheet C2. Revise the detail to include the dimension from FOC to FOC at 60'. Easterly Gilman from new FOC to CL is 14' and northbound lane is 20' from centerline. Westerly Gilman from PL to CL is 30'. 3. (Repeat,TIA still in progress) A focused transportation impact analysis is required to address traffic concerns involving various issues such as intersection level of service, site access,parking, queuing, and intrusion of project traffic on neighborhood streets. The applicant shall satisfy all traffic mitigation measures and any additional 4. (Repeat)A conceptual design of a traffic signal modification of the Campbell Avenue/Gilman Avenue traffic signal shall add Campbell Avenue/Page Street to the existing Campbell Avenue/Gilman Avenue traffic signal needs to be prepared by a licensed civil, electrical, or traffic engineer. 5. (Repeat)The plans do not include striping and sign plans that reflect the East Campbell Avenue Master Plan planned geometrics. Provide a preliminary plan of the proposed striping and sign plan that would incorporate the E. Campbell Avenue Master Plan. 6. (Repeat) The conceptual design shall be consistent with the East Campbell Avenue Master Plan roadway improvements and the proposed permissive-protected left-turn phasing on Campbell Avenue as described in the recent PruneYard Shopping Center transportation impact analysis prepared by Hatch Mott MacDonald in 2016. a. The design shall show pole and equipment locations to determine the amount of right-of-way that is needed. b. A mast-arm traffic signal pole facing westbound Campbell Avenue traffic shall be added to the northwest corner of Campbell Avenue/Page Street as part of the proposed signal modification. J:\LandDev\Completeness\Specific Projects\Campbell Ave-540,558,566,Dillon Ave 24,25 Cresleigh 6-26-17.docx Page 1 of 5 • c. New signalized crosswalks shall allow pedestrians to walk across the west leg of Campbell Avenue at Page Street and the north leg of Page Street at Campbell Avenue. d. The signal pole layout shall resemble the layout shown in the attached Figure 4D-102 (Sheet 3 of 4) of the 2014 California Manual on Uniform Traffic Control Devices except the signal phasing shall be as described in the recent PruneYard Shopping Center transportation impact analysis prepared by Hatch Mott MacDonald in 2016. 7. (Repeat) Addressed in resubmission. Geotechnical report has a different project description th t is berg proposed. -Verify with the geotechnical engineer if the conclusions and mendations presented in the 2015 report are still valid to the proposed development. Provide a verification letter. Verification letter provided 3/31/2018. 8. Trash Management Site Plan: Based on the revised Trash Management Site Plan,pushing the curb line out ends with a 12 ft travel lane+2' gutter pan. The 4CY(x2)trash bins placed on the westerly side of Gilman Avenue will be an obstacle in the travel lane. The 4CY bin is 4.2' x 6', sticking 6 ft into the travel lane. Vehicles traveling SB Gilman will be forced to avoid the bin by traveling into the opposing lane creating an unsafe situation. Developer to discuss with staff on a safe, convenient location preferably relocating the trash area to one central location on Dillon Avenue side. 9. Sheet C.1 Demolition Plan, there are some utilities that are called out to be relocated or ovea ana other existing utilities identified but with no action. Show on the demolition plan-the-removal-and relocation of these utilities including but not limited to guy wires, overhead w pul boxes, cable TV boxes, water meters, stlt boxes, tele valve box, ATT manhole, power poles PG&E box/vault, signs/sign posts etc. further information may require public-service easements contiguous along the Dillon/E Campbell/Gilman frontages. 10. Sheet C-7 [C.3 Requirements and Stormwater Management Plan]: a. T-he-Stormwater Treatment Summary Table needs to match the architectural sheets. Cover sheet shows 40,228 SF building coverage with 3,200 SF hardscape. Also Gome of the numbers are cut off. The notes and the tables should all match. The C.3 forms should also match up: Special Projects Credit Calculations, impervious area shows 48,089 impervious areas, whereas notes say 12,550 SF. Summary table shows 10,736 SF. The tables and the notes do not match however can be corrected during the construction stage. c. © Renderings on Sheet All/A21 of the exterior elevations do not show the TCM 4 and TCM 5. Provide dimensions of height of the biotreatment planter showing how high above ground the planter will be fer TCM 1 and TCM 5 fronting E Campbell Avenue. Placement of these planters will be driven by the Planning Department's approval. TCM-4 and TCM-5 previously shown fronting the building have been removed per the revised plans and placed behind the buildings on Dillon and Gilman. d. (Repeat; requires further clarification) Sheet C.6 TCM#3 to TCM/1116. Further clarification required for the biotreatment facilities located within private patios. i. Explain how periodic maintenance for all the biotreatment areas will be achieved. Maintenance must not be done by individual units. ii. How will the private patios be accessible to the Public Works Department for annual inspections? J:\landDev\Completeness\Specific Projects\Campbell Ave-540,558,566,Dillon Ave 24,25 Cresleigh 6-26-17.docx Page 2 of 5 r• 't n a to the t ,..ate �t ns she ,ta 1J refer to TCM 1 5 for construction. These TCM's should be labeled the same. bamissaping-plans-should-add a note that the biotreatment planters are engineered areas. Use landscaping plans only for type of plants to be installed. f. Verify that Cape Rush is on the C.3 approved planting list (all plantings in the biotreatment). g. Sheet L4 should refer to all biotreatment facilities from TCM #6 to TCM #11 (identification should match Civil Drawings). Verify Scarlet Monkey Flower is on the C.3 approved planting list. h. Show how the TCM fi 6 b thro„gh #11 is captured and collected from the podium. Also from the street level TCM #1 to #5 how are they being piped? Provide this information on C5. i. Create a spreadsheet or add to the Summary table on Sheet C7, the TCM's inside dimensions; length,width,height. j. Planter Box Detail. Provide the location of the property line. 11. Sheet L1: ik—Iii-genefali--all-items-private-ly owned items including overhanging canopies; trellis etc. must stay within property including accent planter pots. Also planter pots must not drain across the public sidewalk. b- Enhanced paving for the driveway approaches (Dillon Avenue and Gilman Avenue) shall not be used within the public right of way. 12. Sheet C5 Utility Plan. MC 20.36.150 Utilities. Utility facilities adequate to supply cation, electrical, gas, water and fire protection service to each lot of the subdivision shall be constructed and installed within the subdivision. a. Sanitary sewer lateral on E. Campbell Avenue shall be one foot in from property line. Plans now show 1'clear from property line but it still shows the SCO in public right- of-way. This will be picked up in the construction documents and will be required to be on private property. b. Water meters on Dillon Avenue shall be located on private property. c. 2"irrigation service on Dillon shall be installed on private property. d. Identify location of backflow preventer, any above ground and or below ground vaults,or any major equipment that requires space management. c. The proposed storm drain connections on the Dillon Ave side will not be accepted as shown. Design to connect to the main on E Campbell Avenue. Also provide sizing calculations for this connection. Show that pre and post Q's are equal. f Repeat. The location of the CB #604 shall not be installed within the ramp area. Relocate catch basin outside of the ramp area. Center of the curb ramp needs to be centered in the crosswalk. g. Show location of proposed traffic signal utilities, traffic signal cabinet if necessary, pole locations,pull boxes, and related appurtenances. h. Repeat. Identify existing electrical main lines on Dillon Avenue; show where electrical and gas service is coming from. Add a note that the OH lines,power poles, guywires and all appurtenances along Dillon Avenue frontage are being undergrounded. At time of construction submittal, the applicant will be required to provide a joint trench plan. All utilities that are in the path of travel (sidewalk area), will require relocation closer to the face of curb. J:\LandDev\Completeness\Specific Projects\Campbell Ave-540,558,566,Dillon Ave 24,25 Cresleigh 6-26-17.docx Page 3 of 5 i. Show new decorative street lights fronting east side of Dillon Avenue and west side of Gilman Ave; include this on the photometric-analysis: Avenue) is illegible. The font size for the foot candle levels is too small to read. 14. Sheet L 7 Photometric site plan. In the next submittal, Proposed conditions should have photometric information 1. the installation of the new traffic signal, 2. the relocation and removal of street lights (identify the relocation and removal based on the redesign of the frontage Campbell Avenue, 3. the replacement of any existing Type 15 HPS/r ne a i,ting t„ r ED decorative street lights; all new street lights to be LED. 'I. the extent of the photometric study should be from Dillon Avenue to Gilman Avenue inclusive of the traffic signal.- 15. (Repeat) There is an existing VTA bus stop fronting the development. Work with VTA on bus stop requirements and potential relocation (including temporary plan during construction). Contact: Steve Newgren, Transit Service Development Supervisor at VTA. His email is Steve.Newgren(a,VTA.Org and phone number (408) 952-4106. Identify on the revised plans the new location and public improvements required by VTA. The proposed duck-out area for parking will eliminate the existing bus stop. Where will the new bus stop go? • sidewalk and tree wells; tree grates are not required along Dillon Avenue. • irrigation information for all the biotreatments. Add notes on the landscaping sheet to refer to the ci it- sh�GT for t1}e---E-� .neere� lamer ity is experiencing miscommunication between the contractor, la„dscapc architect and civil engineer on C.3 requirements. 18. Sheet A22: Circulation Map incorrectly shows NA-Guts-extending toward East Campbell Avenue . 19. Sheet C2: a. T tree width at the Page Street bulb out is 57feet per-Section C C on Sheet E4 There • on East Campbell Avenue. b. Show R26(S)(CA) "No Stopping Any Timc" signs on west side of Gilman Avenue where proposed curb line extends toward centerline of street 20. Sheet L5 a. Street light poles are shown in the middle o€the walkway, L sheets base sheets should be the same as the civils. b. Proposed street light locations need to be reevaluated. J:\IandDev\Completeness\Specific Projects\Campbell Ave-540,558,566,Dillon Ave 24,25 Cresleigh 6-26-17.docx Page 4 of 5 i. With proposed Page Street traffic signal, the proposed midblock street light pole on t light pol tCamp""l' • perform additional photometric a istoric street lights arc needed. ii. The proposed midblock street light pole on E proposed street tree locations--sPew-n-en Sheet L1. more evenly spaced between street trees. iv. Gilman Avenue may be underlit. Consider a new street light pole between the Cresleigh I J:\LandDev\Completeness\Specific Projects\Campbell Ave-540,558,566,Dillon Ave 24,25 Cresleigh 6-26-17.docx Page 5 of 5 `.4 44. 104/ '!/ s h%4. ,e)/? ,k ri n Ko 44 Development Review Committee (DRC) 40.4 ROUTING SHEET X Building Division Police Department X Fire District Economic Development X Land Development X Traffic Engineer Project Address: 540, 556, & 558 E. Campbell Ave., and 24 & 34 Dillon Ave. Presentation: 6/22 File No.: PLN2016-378/380-383 Completeness: 6/29 APN: 412-09-27/28/29/30/31 Conditions.: 7/7 Applicant: Cresleigh Homes Corp. Property Owner: Del Grande Living Trust Distribution: 6/15 Project Description: Zoning Map Amendment (P-D to C-PD), Planned Submittal: 2nd Development Permit, Tentative Subdivision Map, and Tree Removal Permit (6 trees), for a five-story mixed-use (density bonus) project consisting of 59 Planner: CM condominium units and 8,200 square-feet of ground-floor retail. DEPARTMENTAL RECOMMENDATION: If it can be determined that this project will require minimal or no comments by your department/agency, please return this comment sheet with your initials to the Project Planner as soon as possible. Status Initial Conditions No Conditions Additional information/revisions (see attached) LIL 5(30 5 6 G MEMORANDUM CITY OF CAMPBELL TO: Cindy McCormick, Project Planner DATE: 6/29/2017 FROM: Doris C. Quai Hoi,Project Engine SUBJECT: DRC APPLICATION Site Address: 540, 558, 566 E Campbell Avenue and 24 & 34 Dillon Avenue APN: 412-09- (27, 28, 29, 30, 31) For File No(s): PLN2016-378 and 380 to 383 Project Description: Application for a Zoning Map Amendment (P-D to C-PD), Planned Development Permit, Tentative Subdivision Map, and Tree Removal Permit (6 trees), for a five story mixed use (density bonus) consisting of 59 residential condominium units and 8,200 sqft of retail space. Applicant: Cresleigh Homes PUBLIC WORKS DEPARTMENT COMPLETENESS COMMENTS This application is deemed incomplete by Public Works. Please address the items below and resubmit revised plans. This project is subject to the East Campbell Avenue Master Plan. 1. Response Letter: Upon resubmittal, the applicant shall provide an itemized response letter verifying that all the Public Works Completeness Comments have been met or addressed. 2. (Repeat, TIA still in progress) A focused transportation impact analysis is required to address traffic concerns involving various issues such as intersection level of service, site access, parking, queuing, and intrusion of project traffic on neighborhood streets. The applicant shall satisfy all traffic mitigation measures and any additional 3. (Repeat) A conceptual design of a traffic signal modification of the Campbell Avenue/Gilman Avenue traffic signal shall add Campbell Avenue/Page Street to the existing Campbell Avenue/Gilman Avenue traffic signal needs to be prepared by a licensed civil, electrical, or traffic engineer. 4. (Repeat) The plans do not include striping and sign plans that reflect the East Campbell Avenue Master Plan planned geometrics. Provide a preliminary plan of the proposed striping and sign plan that would incorporate the E. Campbell Avenue Master Plan. 5. (Repeat)The conceptual design shall be consistent with the East Campbell Avenue Master Plan roadway improvements and the proposed permissive-protected left-turn phasing on Campbell Avenue as described in the recent PruneYard Shopping Center transportation impact analysis prepared by Hatch Mott MacDonald in 2016. a. The design shall show pole and equipment locations to determine the amount of right-of-way that is needed. b. A mast-arm traffic signal pole facing westbound Campbell Avenue traffic shall be added to the northwest corner of Campbell Avenue/Page Street as part of the proposed signal modification. c. New signalized crosswalks shall allow pedestrians to walk across the west leg of Campbell Avenue at Page Street and the north leg of Page Street at Campbell Avenue. J:\LandDev\Completeness\Specific Projects\Campbell Ave-540,558,566,Dillon Ave 24,25 Cresleigh 6-26-17.docx Page 1 of 4 r j d. The signal pole layout shall resemble the layout shown in the attached Figure 4D-102 (Sheet 3 of 4)of the 2014 California Manual on Uniform Traffic Control Devices except the signal phasing shall be as described in the recent PruneYard Shopping Center transportation impact analysis prepared by Hatch Mott MacDonald in 2016. 6. (Repeat) Geotechnical report has a different project description than what is being proposed. Verify with the geotechnical engineer if the conclusions and recommendations presented in the 2015 report are still valid to the proposed development. Provide a verification letter. 7. (Repeat;requires further clarification) Sheet A20: Trash Management Site Plan. Provide information on how the trash will be picked up.Dillon Avenue has off-street parking and Gilman Avenue allows for no parking fronting the trash area.Explain or show on the plans how this will occur. Where will trash bins be picked up? Southbound Gilman Avenue is only 14 feet wide per Sheet C2. Trash bins may block traveled way on southbound Gilman Avenue. 8. Sheet C.1 Demolition Plan, there are some utilities that are called out to be relocated or removed and other existing utilities identified but with no action. Show on the demolition plan the removal and relocation of these utilities including but not limited to guy wires, overhead wires, pull boxes, cable TV boxes, water meters, stlt boxes, tele valve box, ATT manhole, power poles PG&E box/vault, signs/sign posts etc. further information may require public service easements contiguous along the Dillon/E Campbell/Gilman frontages. 9. Sheet C-7 [C.3 Requirements and Stormwater Management Plan]: a. The Stormwater Treatment Summary Table needs to match the architectural sheets. Cover sheet,shows 40,228 SF building coverage with 3,200 SF hardscape. Also come of the numbers arc cut off. The notes and the tables should all match. The C.3 forms should also match up. b. Special Projects Credit Calculations, impervious area shows 48,089 impervious areas, whereas notes say 42,550 SF. Summary table shows 10,736 SF. The tables and the notes do not match however can be corrected during the construction stage. c. Renderings on Sheet Al 1/A24 of the exterior elevations do not show the TCM 4 and TCM 5. Provide dimensions of height of the biotreatment planter showing how high above ground the planter will be for TCM 4 and TCM 5 fronting E Campbell Avenue. Placement of these planters will be driven by the Planning Department's approval. d. Sheet A20 and Sheet C.6. All biotreatment facilities shall be located in public areas and accessible to the Public Works Department for annual inspections and within shared areas that are not gated and not on individual private properties. "Gates into private yards for fire department access" indicates that this is still private property. Relocate TCM #6 to TCM# 11 to open space area. e. Sheet L3 should match Civil Drawings and a note on the landscaping plans should refer to TCM 1-5 for construction. These TCM's should be labeled the same. Landscaping plans should add a note that the biotreatment planters are engineered areas. Use landscaping plans only for type of plants to be installed. f. Verify that Cape Rush is on the C.3 approved planting list (all plantings in the biotreatment). g. Sheet L4 should refer to all biotreatment facilities from TCM #6 to TCM #11 (identification should match Civil Drawings). Verify Scarlet Monkey Flower is on the C.3 approved planting list. J:\LandDev\Completeness\Specific Projects\Campbell Ave-540,558,566,Dillon Ave 24,25 Cresleigh 6-26-17.docx Page 2 of 4 h. Show how the TCM # 6 through#11 is captured and collected from the podium. Also from the street level TCM #1 to #5 how are they being piped? Provide this information on C5. i. Create a spreadsheet or add to the Summary table on Sheet C7, the TCM's (1-11) and its dimensions; length,width, height. j. Planter Box Detail—Provide the location of the property line. 10. Sheet L 1: a. In general, all items privately owned items including overhanging canopies; trellis etc. must stay within property including accent planter pots. Also planter pots must not drain across the public sidewalk. b. Enhanced paving for the driveway approaches (Dillon Avenue and Gilman-Avenue) shall not be used within the public right of way. 11. Sheet C5 Utility Plan. MC 20.36.150 - Utilities. Utility facilities adequate to supply communication, electrical, gas, water and fire protection service to each lot of the subdivision shall be constructed and installed within the subdivision. a. Sanitary sewer lateral on E. Campbell Avenue shall be one foot in from property line. b. Water meters on Dillon Avenue shall be located on private property.- c. 2"irrigation service on Dillon shall be installed on private property. d. Identify location of backflow preventer, any above-ground and or below ground vaults, or any major equipment that requires space management. e. The proposed storm drain connections on the Dillon Ave side will not be accepted as shown. Design to connect to the main on E Campbell Avenue. Also provide sizing calculations for this connection. Show that pre and post Q's are equal. f. The location of the CB #604 shall not be installed within the ramp area. Relocate catch basin outside of the ramp area. Center of the curb ramp needs to be centered in the crosswalk. g. Show location of proposed traffic signal utilities, traffic signal cabinet if necessary, pole locations, pull boxes, and related appurtenances. h. Identify existing electrical main lines on Dillon Avenue; show where electrical and gas service is coming from i. Show new decorative street lights fronting east side of Dillon Avenue and west side of Gilman Ave; include this on the photometric analysis. 12. Sheet L 7—Photometric site plan. The photometric analysis of off-site lighting(for Campbell Avenue) is illegible. The font size for the foot-candle levels is too small to read. 13. Sheet L 7—Photometric site plan. In the next submittal, a. Include the existing photometric condition and compare new photometric condition. Proposed conditions should have photometric information that would include 1. the installation of the new traffic signal, 2. the relocation and removal of street lights (identify the relocation and removal based on the redesign of the frontage improvements on E Campbell Avenue, 3. the replacement of any existing Type 15 HPS/LPS lighting to LED decorative street lights; all new street lights to be LED. 4. the extent of the photometric study should be from Dillon Avenue to Gilman Avenue inclusive of the traffic signal. J:\LandDev Projects\Campbell Ave-540,558,566,Dillon Ave 24,25 Cresleigh 6-26-17.docx Page 3 of 4 • 14. (Repeat) There is an existing VTA bus stop fronting the development. Work with VTA on bus stop requirements and potential relocation (including temporary plan during construction). Contact: Steve Newgren, Transit Service Development Supervisor at VTA. His email is Steve.Newaren@VTA.Org and phone number (408) 952-4106. Identify on the revised plans the new location and public improvements required by VTA. The proposed duck-out area for parking will eliminate the existing bus stop. Where will the new bus stop go? 15. Dillon Avenue: Public Improvements should match Detail ttl Commercial Street 10' 16. Landscaping Sheets: Landscaping plans should have only information on planting and irrigation information for all the biotreatments. Add notes on the landscaping sheet to refer to the civil sheets for the C.3 engineered planter boxes. The city is experiencing miscommunication between the contractor, landscape architect and civil engineer on C.3 requirements. 17. Sheet A22: Circulation Map incorrectly shows bulb-outs extending toward East Campbell Avenue centerline beyond existing curb line. Instead, future curb line should move further away from the centerline of East Campbell Avenue to provide on-street parking and form new bulb-outs. 18. Sheet C2: a. The street width at the Page Street bulb-out is 57 feet per Section C-C on Sheet C4. There may be enough room to accommodate bike lanes and four through lanes (no left-turn lanes) on East Campbell Avenue. b. Show R26(5)(CA) "No Stopping Any Time" signs on west side of Gilman Avenue where proposed curb line extends toward centerline of street. 19. Sheet L5 a. Street light poles are shown in the middle of the walkway, L-sheets base sheets should be the same as the civils. b. Proposed street light locations need to be reevaluated. i. With proposed Page Street traffic signal, the proposed midblock street light pole on East Campbell Avenue and the twin street light pole at East Campbell Avenue/Gilman Avenue may not be needed. The signal designer may need to perform additional photometric analysis to determine whether these historic street lights are needed. ii. The proposed midblock street light pole on East Campbell Avenue conflicts with proposed street tree locations shown on Sheet L1. iii. Proposed street light pole on Dillon Avenue should be moved further north to be more evenly spaced between street trees. iv. Gilman Avenue may be underlit. Consider a new street light pole between the Cresleigh Home driveway and the trash enclosure. J:ALandDevACompleteness`Specific Projects\Campbell Ave-540,558,566.Dillon Ave 24.25 Cresleigh 6-26-17.docx Page 4 of 4 Special Projects Worksheet Project Name: East Campbell Avenue Project Address 540-566 East Campbell Avenue ta. Applicant/Developer Name: Cresleigh Homes 1. "Special Project" Determination: Special Project Category "A" Does the project have ALL of the following characteristics? ❑ Located in a municipality's designated central business district, downtown core area or downtown core zoning district, neighborhood business district or comparable pedestrian-oriented commercial district, or historic preservation site and/or district'; ❑ Creates and/or replaces 0.5 acres or less of impervious surface; ❑ Includes no surface parking, except for incidental parking for emergency vehicle access, ADA access, and passenger or freight loading zones; ❑ Has at least 85%coverage of the entire site by permanent structures. The remaining 15% portion of the site may be used for safety access, parking structure entrances, trash and recycling service, utility access, pedestrian connections, public uses, landscaping and stormwater treatment. ❑ No (continue) 0 Yes— complete Section 2 of the Special Project Worksheet Special Project Category "B" Does the project have ALL of the following characteristics? O Located in a municipality's designated central business district, downtown core area or downtown core zoning district, neighborhood business district or comparable pedestrian-oriented commercial district, or historic preservation site and/or district'; ❑ Creates and/or replaces an area of impervious surface that is greater than 0.5 acres, and no more than 2.0 acres; ❑ Includes no surface parking, except for incidental parking for emergency access, ADA access, and passenger or freight loading zones; ❑ Has at least 85%coverage of the entire site by permanent structures. The remaining 15% portion of the site may be used for safety access, parking structure entrances, trash and recycling service, utility access, pedestrian connections, public uses, landscaping and stormwater treatment; O Minimum density of either 50 dwelling units per acre (for residential projects) or a Floor Area Ratio (FAR) of 2:1 (for commercial or mixed use projects) O No (continue) O Yes—complete Section 2 of the Special Project Worksheet Special Project Category "C" Does the project have ALL of the following characteristics? ■ At least 50%of the project area is within 1/2 mile of an existing or planned transit hub2 or 100%within a planned Priority Development Area3; • The project is characterized as a non-auto-related use4; and • Minimum density of either 25 dwelling units per acre (for residential projects) or a Floor Area Ratio (FAR) of 2:1 (for commercial or mixed use projects) 0 No • Yes—complete Section 2 of the Special Project Worksheet And built as part of a municipality's stated objective to preserve/enhance a pedestrian-oriented type of urban design. 2"Transit hub"is defined as a rail,light rail,or commuter rail station,ferry terminal,or bus transfer station served by three or more bus routes. (A bus stop with no supporting services does not qualify.) 3 A"planned Priority Development Area"is an infill development area formally designated by the Association of Bay Area Government's/Metropolitan Transportation Commission's FOCUS regional planning program. 4 Category C specifically excludes stand-alone surface parking lots;car dealerships;auto and truck rental facilities with onsite surface storage;fast-food restaurants,banks or pharmacies with drive-through lanes;gas stations;car washes;auto repair and service facilities;or other auto-related project unrelated to the concept of transit oriented development. 1 Final November 2011 r Special Projects Worksheet 2. LID Treatment Reduction Credit Calculation: [Transit Oriented Development(TOD)] Category Impervious Area Site Project Density/Criteria Allowable Applied Created/Replaced Coverage Density Credit Credit (acres) (%) or FAR (%) (%) A N.A. N.A. 100% g Res≥ 50 DU/ac or FAR≥2:1 50% Res≥ 75 DU/ac or FAR≥3:1 75% Res≥ 100 DU/ac or FAR≥4:1 100% 1.1 acres Location credit(select one)5: Within 1/4 mile of transit hub 50% 50% Within 1/2 mile of transit hub 25% Within a planned PDA 25% Density credit(select one): Res≥ 30 DU/ac or FAR≥2:1 10% 10% Res≥ 60 DU/ac or FAR≥4:1 20% Res≥ 100 DU/ac or FAR≥6:1 30% Parking credit(select one): ≥ 10%at-grade surface parking6 10% No surface parking 20% 20% TOTAL TOD CREDIT= 80% 5 To qualify for the location credit,at least 50%of the project's site must be located within the 1/4 mile or 1/2 mile radius of an existing or planned transit hub,as defined on page 1,footnote 2.A planned transit hub is a station on the MTC's Regional Transit Expansion Program list,per MTC's Resolution 3434(revised April 2006),which is a regional priority funding plan for future transit stations in the San Francisco Bay Area.To qualify for the PDA location credit, 100%of the project site must be located within a PDA,as defined on page 1,footnote 3. The at-grade surface parking must be treated with LID treatment measures. 2 Final November 2011 • Doris Quai Hoi From: Doris Quai Hoi Sent: Wednesday, June 07, 2017 3:07 PM To: 'Shane Adrian' Subject: RE: East Campbell Stormwater Forms Attachments: 15112 LID Credit Narrative 2017-05-26.pdf Hi Shane, At the C.3 Training class today one of the topics was on special projects and what should be in the narrative discussion. Please revise the narrative to demonstrate eligibility for these items under Category C for Special Projects: 1)Please include a map illustrating distance from project site to transit area. 2)Include the density calculations for the density credit. 3) Explain how the parking credit was achieved. Also, for landscaping in the treatment areas, either provide a landscaping plan or have a note that refers to the C.3 Plant List in the SCVURPPP. For the media filters, select a product that is certified by Washington State TAPE program. Show this on the plans and verify the # of cartridges required. Thanks, Doris From: Shane Adrian [mailto:sadrian@@ceainc.net] Sent: Wednesday, May 31, 2017 9:50 AM To: Doris Quai Hoi Cc: Graham Goodwin; 'Deana Ellis (dellis@cresleigh.com)' Subject: RE: East Campbell Stormwater Forms Doris, Please find the attached letter regarding the LID Credits. Please let me know if you have any questions. Please note that the CEA offices have moved. Shane Adrian Civil Engineering Associates T: (408)453-1066 x 215 E: saarian@ceainc,net From: Doris Quai Hoi [mailto:dorisgh@citvofcampbell.com] Sent: Wednesday, May 24, 2017 9:52 AM To: Shane Adrian <sadrian@ceainc.net> 1 Cc: Graham Goodwin <ggoodwin@ceainc.net>; 'Deana Ellis(dellis@cresleigh.com)' <deilis@cresleigh.com> Subject: RE: East Campbell Stormwater Forms Shane, Please include item J.7 when you resubmit your application to the Planning Department. Thanks, Doris From: Shane Adrian [mailto:sadrian©�ceainc.net] Sent: Friday, May 19, 2017 2:15 PM To: Doris Quai Hoi Cc: Graham Goodwin; Deana Ellis (del.is©cresleigh.com) Subject: FW: East Campbell Stormwater Forms Hi Doris, Attached are the Stormwater Forms and they have been modified so you should be able to correctly print them out with the referenced information. The team will be making a submittal very soon. I will call you shortly to walk through a couple of questions regarding a few items per my email yesterday. Once you receive the submittal, it would be helpful to set up a meeting to walk through the comments and revisions. I think it would be very beneficial to discuss the site and some of the items. Thank you, Shane Pease note that the CEA offices have moved. Shane Adrian Civil Engineering Associates T: (408)453-1066 x 215 I E: sadrian@ceainc.net From: Graham Goodwin Sent: Friday, May 19, 2017 2:02 PM To:Shane Adrian <sadrian@ceainc.net> Subject: East Campbell Stormwater Forms gGraham Goodwin Civil Engineering Associates, Inc. 2055 Gateway Place I Suite 550 I San Jose I CA 95110 T: (408)453-1066 x 210 I F: (408)453-1060 _, E:ggoodwin@ceainc.net I W: www.ceainc.net Any files provided herein contain electronic information which shall be used for information only and shall not be changed, modified, altered or reused in any way without prior written consent.It is the responsibility of the recipient to verify that any such information is current. Any files to be used for construction purposes,shall be verified with final approved hard copy plans. Survey information provided herein shall be verified against the recorded survey documents for the project and all elevations shall be verified against the City benchmark as indicated on the plans. 2 Civil 2055 Gateway Place Suite 550 Engineering San Jose, CA 95110 Phone: (408) 453-1066 r► Associates Fax: (408) 453-1060 May 22, 2017 15-122 Mrs. Deana Ellis Cresleigh Homes Corporation 3005 Douglas Blvd, Suite 110 Roseville, CA 95661 Re: East Campbell Ave Mixed Use Project— LID Treatment Feasibility Dear Deana, The purpose of this letter is to provide the required narrative for the infeasibility of providing 100% LID treatment for this proposed project under the Special Project criteria. This project consists of a 5-story Mixed-use Building including approx. 59 Condominium units and approx. 8,000 SF of Commercial/Retail space on a 1.00 net acre lot. The overall building footprint will occupy nearly all of the site's surface area with the frontage sidewalk on three sides. Based on these elements, the project design does not have available space to provide 100% LID treatment. This is common in higher density and mixed use applications. Based on current C.3 storm water guidelines, the project is eligible for up to a 80% LID reduction credit as documented on the Special Projects Worksheet included in the Plans.. As part of the project design, a series of bioretention planters have been incorporated into the landscape and planting design that will treat over 33% of the site's proposed impervious areas. The project design has evaluated all possible treatment opportunities to maximize LID based treatment. By providing LID based treatment for over 33% of the project's impervious areas, this project design exceeds the 20% requirement as allowed under the Special Project criteria. Additionally, there are no offsite alternative compliance measures that are available to mitigate our proposed treatment design at this time. Please feel free to contact me if you have any questions or need any additional information. incerely, Sha - A ri Civil Engineers • Planners • Surveyors Doris Quai Hoi From: Shane Adrian <sadrian@ceainc.net> Sent: Friday, May 19, 2017 2:15 PM To: Doris Quai Hoi Cc: Graham Goodwin; Deana Ellis (dellis@cresleigh.com) Subject: FW: East Campbell Stormwater Forms Attachments: 15122 East Campbell C3_2017-05-19.pdf; 15122 East Campbell Special Projects Form_ 2017-05-19.pdf Hi Doris, Attached are the Stormwater Forms and they have been modified so you should be able to correctly print them out with the referenced information. The team will be making a submittal very soon. I will call you shortly to walk through a couple of questions regarding a few items per my email yesterday. Once you receive the submittal, it would be helpful to set up a meeting to walk through the comments and revisions. I think it would be very beneficial to discuss the site and some of the items. Thank you, Shane Please note that the CEA offices have moved. Shane Adrian Civil Engineering Associates T: (408)453-1066 x 215 I E: sadrian@ceainc.net From: Graham Goodwin Sent: Friday, May 19, 2017 2:02 PM To:Shane Adrian <sadrian@ceainc.net> Subject: East Campbell Stormwater Forms Graham Goodwin a Civil Engineering Associates, Inc. 2055 Gateway Place I Suite 550 I San Jose I CA 95110 T: (408)453-1066 x 210 I F: (408)453-1060 J E: ggoodwin@ceainc.net I W: www.ceainc.net Any files provided herein contain electronic information which shall be used for information only and shall not be changed, modified, altered or reused in any way without prior written consent. It is the responsibility of the recipient to verify that any such information is current. Any files to be used for construction purposes,shall be verified with final approved hard copy plans. Survey information provided herein shall be verified against the recorded survey documents for the project and all elevations shall be verified against the City benchmark as indicated on the plans. 1 o� CA yA J r ALS" r.) < Nki 040 -9 u 9S Development Review Committee (DRC) �� ROUTING SHEET �`�`'l%,, X Building Division Police Department X Fire District Economic Development X Land Development X Traffic Engineer Project Address: 540, 556, & 558 E. Campbell Ave., and 24 & 34 Dillon Ave., Presentation: 12/8 File No.: PLN2016-378/380-383 Completeness: 12/15 APN: 412-09-27/28/29/30/31 Conditions: 12/22 Applicant: Cresleigh Homes Corp. Property Owner: Del Grande Living Trust Distribution: 11/29 Project Description: Zoning Map Amendment (P-D to C-PD), Planned Submittal: 1st Development Permit, Tentative Subdivision Map, and Tree Removal Permit (6 trees), for a five-story mixed-use (density bonus) project consisting of 59 Planner: CM condominium units and 8,200 square-feet of ground-floor retail. DEPARTMENTAL RECOMMENDATION: If it can be determined that this project will require minimal or no comments by your department/agency, please return this comment sheet with your initials to the Project Planner as soon as possible. Status Initial Conditions No Conditions Additional information/revisions (see attached) Z MEMORANDUM CITY OF CAMPBELL TO: Cindy McCormick, Project Planner DATE: 12/22/16 FROM: Doris C. Quai Hoi, Project Engineer SUBJECT: DRC APPLICATION Site Address: 540, 558, 566 E Campbell Avenue and 24 & 34 Dillon Avenue APN: 412-09-(27, 28, 29, 30, 31) For File No(s): PLN2016-378 and 380 to 383 Project Description: Application for a Zoning Map Amendment (P-D to C-PD), Planned Development Permit, Tentative Subdivision Map, and Tree Removal Permit (6 trees), for a five story mixed use (density bonus) consisting of 59 residential condominium units and 8,200 sqft of retail space. Applicant: Cresleigh Homes PUBLIC WORKS DEPARTMENT COMPLETENESS COMMENTS This application is deemed incomplete by Public Works. Please address the items below and resubmit revised plans. This project is subject to the East Campbell Avenue Master Plan. 1. A focused transportation impact analysis is required to address traffic concerns involving various issues such as intersection level of service, site access,parking, queuing, and intrusion of project traffic on neighborhood streets. 2. The plans do not include striping and sign plans that reflect the East Campbell Avenue Master Plan planned geometries. 3. The proposed corner radius on the southwest corner of Campbell Avenue/Gilman Avenue needs to be able to accommodate an SU-30 Single Unit Truck, (MC 20.36.020 minimum 30' radius; both corners). Tentative Map should reflect the minimum R=30'. 4. A conceptual design of a traffic signal modification of the Campbell Avenue/Gilman Avenue traffic signal shall add Campbell Avenue/Page Street to the existing Campbell Avenue/Gilman Avenue traffic signal needs to be prepared by a licensed civil, electrical, or traffic engineer. a. The conceptual design shall be consistent with the East Campbell Avenue Master Plan roadway improvements and the proposed permissive-protected left-turn phasing on Campbell Avenue as described in the recent PruneYard Shopping Center transportation impact analysis prepared by Hatch Mott MacDonald in 2016. b. The design shall show pole and equipment locations to determine the amount of right- of-way that is needed. c. A mast-arm traffic signal pole facing westbound Campbell Avenue traffic shall be added to the northwest corner of Campbell Avenue/Page Street as part of the proposed signal modification. d. New signalized crosswalks shall allow pedestrians to walk across the west leg of Campbell Avenue at Page Street and the north leg of Page Street at Campbell Avenue. J:\LandDev\Completeness\Specific Projects\Campbell Ave-540,558,566,Dillon Ave 24,25 Cresleigh.docx Page 1 of 4 e. The signal pole layout shall resemble the layout shown in the attached Figure 4D-102 (Sheet 3 of 4) of the 2014 California Manual on Uniform Traffic Control Devices except the signal phasing shall be as described in the recent PruneYard Shopping Center transportation impact analysis prepared by Hatch Mott MacDonald in 2016. 5. Geotechnical report has a different project description than what is being proposed. Verify with the geotechnical engineer if the conclusions and recommendations presented in the 2015 report are still valid to the proposed development. Provide a verification letter. 6. The Trash Management Site Plan as proposed will not be allowed. Using the public right-of- way for staging and trash path is not acceptable. This operation must be contained on-site. Revise plans. 7. Sheet C-7 [C.3 Requirements and Stormwater Management Plan]: a. The Stormwater Treatment Summary Table needs to be reviewed again. The totals and the numbers do not add up. Also some of the numbers are cut off. The notes and the tables should all match. The C.3 forms should also match up. b. Special Projects Credit Calculations, impervious area shows 48,089 impervious area, whereas notes say 42,550 SF. Summary table shows 10,736 SF. c. Sheet C6 Stormwater Management Plan. Verify with the Planning department if the 30" above ground planter for TCM 4 and TCM 5 are acceptable fronting E Campbell Avenue. d. Sheet C.6. All biotreatment facilities shall be located in areas accessible to the Public Works Department for annual inspections and within shared areas that are not gated and not on individual private properties. e. Sheet L3 should match Civil Drawings and refer to TCM 1-5 for consistency. Verify that Cape Rush is on the C.3 approved planting list. f. Sheet L4 should refer to all biotreatment facilities from TCM #6 to TCM #11 (identification should match Civil Drawings). Verify Scarlet Monkey Flower is on the C.3 approved planting list. g. Show how the TCM # 6 through#11 is captured and collected from the podium. Also from the street level TCM #1 to #5 how are they being piped? Provide this information on C5. h. Create a spreadsheet or add to the Summary table on Sheet C7,the TCM's (1-11) and its dimensions; length, width,height. i. Planter Box Detail—Provide the location of the property line. 8. Sheet L1: a. In general, all items privately owned must stay within property including accent planter pots. Also planter pots must not drain across the public sidewalk. Show how drainage for these planter pots are going to be captured. b. Enhanced paving for the driveway approaches (Dillon Avenue and Gilman Avenue) shall not be used within the public right of way. 9. Sheet C5 Utility Plan. MC 20.36.150 - Utilities. Utility facilities adequate to supply communication, electrical, gas, water and fire protection service to each lot of the subdivision shall be constructed and installed within the subdivision. J:\LandDev\Completeness\Specific Projects\Campbell Ave-540,558,566,Dillon Ave 24,25 Cresleigh.docx Page 2 of 4 a. Sanitary sewer lateral on E Campbell Avenue shall be one foot in from property line. b. Water meters on Dillon Avenue shall be located on private property. c. 2"irrigation service on Dillon shall be installed on private property. d. Identify location of backflow preventer, any above-ground and or below ground vaults, or any major equipment that requires space management. e. The proposed storm drain connections on the Dillon Ave side will not be accepted as shown. Design to connect to the main on E Campbell Avenue. Also provide sizing calculations for this connection. Show that pre and post Q's are equal. f. The location of the CB #604 shall not be installed within the ramp area. Relocate catch basin outside of the ramp area. g. Show location of proposed traffic signal utilities, traffic signal cabinet if necessary, pole locations,pull boxes, and related appurtenances. h. Identify existing electrical main lines on Dillon Avenue; show where electrical and gas service is coming from i. Show new decorative street lights fronting east side of Dillon Avenue and west side of Gilman Ave; include this on the photometric analysis. 10. Sheet L 7—Photometric site plan. The photometric analysis of off-site lighting(for Campbell Avenue) is illegible. The font size for the foot-candle levels is too small to read. 11. Sheet L 7—Photometric site plan. In the next submittal, a. Include the existing photometric condition and compare new photometric condition. Proposed conditions should have photometric information that would include 1. the installation of the new traffic signal, 2. the relocation and removal of street lights (identify the relocation and removal based on the redesign of the frontage improvements on E Campbell Avenue, 3. the replacement of any existing Type 15 HPS/LPS lighting to LED decorative street lights; all new street lights to be LED. 4. the extent of the photometric study should be from Dillon Avenue to Gilman Avenue inclusive of the traffic signal. 12. These City Standard driveway details apply to this project; Commercial Driveway Detail D- 18 and Multi-Residential Detail D-17 apply to this project. Correct driveway opening accordingly(minimum 25' opening). 13. There is an existing VTA bus stop fronting the development. Work with VTA on bus stop requirements and potential relocation (including temporary plan during construction). Contact: Steve Newgren, Transit Service Development Supervisor at VTA. His email is Steve.Newgrennn,VTA.Org and phone number(408) 952-4106. Identify on the revised plans the new location and public improvements required by VTA. 14. Dillon Avenue: Public Improvements should match Detail #1 Commercial Street 10' sidewalk and tree wells; tree grates are not required along Dillon Avenue. 15. On the tentative map show the amount, in square footage, of: a. Existing impervious area. b. Proposed impervious area. J:\LandDev\Completeness\Specific Projects\Campbell Ave-540,558,566,Dillon Ave 24,25 Cresleigh.docx Page 3 of 4 1• • c. Proposed pervious area. J:\LandDev\Completeness\Specific Projects\Campbell Ave-540,558,566,Dillon Ave 24,25 Cresleigh.docx Page 4 of 4 1 y 14 DEVELOPMENT REVIEW COMMITTEE ROUTING SHEET DEVELOPMENT APPLICATION fi Ago `` Distribution: March 10, 2016 l / Presentation: March 17, 2016 14R 0 c r Comments: March 31, 2016 �'ub/,e fA, vkorks gdrr/r/4�Qtion ROUTE TO: X Building Division Police Department X Fire Department Economic Development X Land Development Division X Traffic Engineer Project Description: Pre-application for the DelGrande property (-1.2 acres) located between downtown Campbell and the Pruneyard. The proposal includes conceptual drawings for a mixed- use project consisting of 60 residential condominium units and 7,495 square feet of retail space. ✓ The total project square footage is 81,425 SF with a mix of type 1 podium and type 5 construction. The project would provide 144 on-site parking spaces (Density Bonus standards) in exchange for providing affordable housing. File No.: PRE2016-002 APN: 412-09-027 through-031 Applicant: Cresleigh Homes Property Owner: Jim Poe (Trustee) Project Address: 540, 558, 566 E Campbell Ave and 24 & 34 Dillon Ave Zoning District: PD (Planned Development) General Plan Designation: Low-Medium Density Residential PROJECT PLANNER: Cindy McCormick DEPARTMENTAL RECOMMENDATION: If it can be determined that this project will require minimal or no comments by your department/agency, please return this comment sheet with your initials to the Project Planner as soon as possible. Status Initial Conditions No Conditions Additional information/revisionssee attached) I /' [[[ C resleiCresleighHomes® Project Narrative Cresleigh proposes to build a mixed use project with 60 residential units with a mix of one, two and three bedroom units and unit sizes of 853 square feet to 1,580 square feet in size and approximately 7,495 square feet of non-residential uses including retail.The total project square footage (including non-residential uses)would be approximately 81,424 square feet with a mix of type 1 podium and type 5 construction. The project would have 144 internal parking spaces for the use of the residential tenants and retail and other non-residential uses with segregated parking between the parking uses.The project proposes a residential and guest lobby area with integrated mail room and large package storage and elevator at the ground floor. The project proposes an interesting mix of both private and common roof top garden terraces that take advantage of a view orientation back towards downtown Campbell as well as towards the street and parking interface. Additionally for units at roof level of the podium there are private terraces that orient towards the park. The existing building square footage across the approximate 1.194 acres is approximately 18,000 square feet compromised of an inactive auto supply and mechanic shop, small residential housing unit and accessory buildings with storage and garage. • The project is situated almost directly between downtown Campbell and The Pruneyard and walking in either direction is easily achievable from the site as well as being within walking distance to light rail on near Railway Avenue. The site is bound by a dental office across the street along the frontage on Dillon Avenue, retail uses at East Campbell Avenue, city owned park and two residential homes and a portion of a warehouse along the frontage on Gilman Avenue and bounded on the southerly boundary by an existing warehouse. A number of iterations for development were examined that have resulted in the proposed project. With a primary obligation to honor both the East Campbell Avenue Master Plan and South of Campbell Plan that call for a mixed use project with an orientation towards East Campbell Avenue, as well as the limitations on density per acre, height limits and parking constraints amongst other development goals after many early massing and planning studies, it is believed that the enclosed project best encapsulates the goals as outlined in the Master Plans for the area. It is believed that the project as envisioned will help to activate the plan goals as stated in the East Campbell Avenue Master Plan and South of Campbell Master Plan and to compliment and extend the goals of the City through a pedestrian friendly,transit oriented site that serves as a gateway project for the City of Campbell. CRESLEIGH HOMES CORPORATION 3005 Douglas Boulevard, #110, Roseville, CA 95661 Tel: (916) 781-6020 Fax: (916) 781-6080 433 California Street, 7th Floor, San Francisco, CA 94104 Tel: (415) 982-7777 Fax: (415) 982-7781 nd Development Information Al Prepared by: CP APN: 412-09-027 through-031 Date: 3/17/16 Address: 540,558.566 E.Campbell Ave. and 24,34 Dillon Ave. Lot size:50.470(SF) Any found records of building permits in last five years? Yes® (provide info below)No O Was permit issued? Yes® (provide info below)No O If yes,what is nature of work: Health& Safety inspection(34 Dillon),upgrade electrical service(34 Dillon Permit Number: BLD2013-00828(34 Dillon),BLD2012-00011 (34 Dillon) If this project is part of a larger development(new subdivision,new townhomes)or commercial development, skip A through D. New development A. Existing building area(SF): ft l'roho,,cd additional area (SF): (Use the area from live years back) C. Total area w/addition(A-I-l3): I). Percent incrca'e (i3 A): ( ih;)- r."" att'l�) Tract or Parcel Map : PM 397 M 16 Date recorded: March, 1977 (Tract#or book&page) Any found records of Storm Drain Area fee previously paid? Yes O (provide info below) No (Fee initiated for residential subdivisions 4 8/15/55;all developments - 5/16/60) Date paid Storm Drain Area fee: 1.14(area in acres) X $2,350(fee/acre) = $2,679 Within STANP? Yes ❑ No ® (check one) STANP Requirements: Curb❑ Gutter 0 Sidewalk❑ Rolled curb 0 None❑ NA Existing improvements present? Curb® Gutter ® Sidewalk ® (check all that apply) Sidewalk dimension(BOW to FOW): 6.5' (Dillon); 5.5' (E.Camp); Park strip dimension: N/A Driveway dimension(s):Varies D/W ADA compliant? Yes❑ No EZI Ramp ADA compliant? Yes❑ No Street ROW half width(CL to PL): 31' Date that street had been resurfaced: August 2011 (E. Campbell) Street light info: JP❑ older pole® galvanized pole Water meter and sewer cleanout info: See aerial for locations SD inlet and/or manhole(relation to frontage): Inlet(a1 Dillon&E. Camp,Inlet(a,E.Camp&Gilman Electrical panel relocation? Yes ® No O NA ❑ Overhead lines fronting property? ®Yes O No A.Roadway Classification: ®Arterial,Collector or ❑ Local B.Commercial structure or subdivision of 5 or more? ®Yes ❑ No Utility undergrounding required? ®Yes O No Provide details and attach pictures(8.5x11),assessors map(11x17)and aerial map(8.5 x 11),WVSD SD system map (11x17,B/W),SD Map-CAD File(8.5x11) Photos of DelGrande Development Site (E. Campbell Ave.) . ., ,, , , 41011‘. itillw"-rallilL ‘--- ' - .41164. --•,__ ' it , - ! Ill 7- i i -- liliela E. Campbell Ave. frontage (1 of 3) E. Campbell Ave. frontage (2 of 3) 4A ^ -_' iipri I Ili A ill half width y= — CL to PL — — E. Campbell Ave. frontage (3 of 3) E. Campbell Ave. street view i r . ii: 4A - , 5.5' SWK E. Campbell Ave. swk view, DWYs not ADA Bus stop on E. Campbell Ave. compliant Photos of DelGrande Development Site (E. Campbell Ave.) . s';'4'ii:grA ki 't h ,.-' i\ {41O4 ; sik am.. '-+yam k 1 I ".-t r Gilman Ave. side of property Dillon Ave frontage (1 of 2), Power poles tabb.. - / a � _ Dillon Ave frontage (2 of 2), OH lines, Dillon Ave street view: OH lines over Dillon Ave, also narrow street with lots of cars parked during the day i t T 6.5' SWK ii __3 -011114%."- *' Dillon Ave. swk view E . 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' .%,... let. , . . a . , . . ..:,'--� TI,V E S L �• , , iik • ��S HTING } �' ' �. .i ter . , j,- . AP i titi \ w 44 " rvi". k, 4 lc/ ip . 0/ A:4'^LPG&E• ..,'''.� : �` - • 9;'' / ; / \�► ,4 � . .I' 30' r 40. y OFFICE O F COUNTY ASSESSOR SANTA CLARA COUNTY , CALIFORNIA Cc BOOK PAGE I J i . 412 9 -:>4.1 Z79 0 -1. WILLETT PARIN Rl/\ / 690/X00 I W � �-.o�------� 690 3p.22 t2610 �I Q \Z-.________ ' 46//4 TO 54 A V E. °' :116 c.� 5o.t7PCL. 9 / I 1 IT10Na R.0.S• - 9s: . PCL. 110 > ROCKERS ADD cr -- N i92.o1�1\s. Q 6 55 �AMpgEL _. 49.45 n� 6l TER D R R p. E. 548/58 566 6 0;(7 CVIC EN _ . GOUNT'Y M 530/540 45.05 /92.1 / . _ �.ea :47;413/0/ CLARE � OFmN 6 o— ffID M-7 / °' 3°= SANTA h SANTA.: . m.gp .N563- / M :�P'M /� 3/ \' COUNTY " '0.438 AC.PL. / ,, 476 69.73,56 55.87 A;Sm 2J o/ R! 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CJ h`v• S �M^`ry '" •ce o �\ 4/ o 6 4Z- 0 .7Q. 'N, h 40 L _ 93 T3 QLI^tea Q�' ,Q�� Q 46 \ _ �`V • S 20 O 1 / 4i 1." 4.) .) / . . 99\ O� N. • ----..,....r, ��.>, ap. 22 58 • Jv S.o 57 Rl LIZ- 6 / • . �_ 9s' ti /A ,,^a G S .s L 0 :'' k0 v„,..7- , XT.. MAP 107 ` ^ A, / C.7 LAWRENCE E. STONE - ASSESSOR 3 '�1 'V c Cadastral map for assessment purposes only. •5 ` Compiled under R. & T. Code, Sec. 327. 6-3) ' • • • . . --. • -• • Effective Roll Year 2015-2016 A o I C� $10 '‘'*'% 75d �. r."�. f i sir° CTh nli = c-.e 4 q- I � N.,1 i lAi ‘...:\I , '*1 ' 4 ' 1 ji! --1 -Z J .� a T 1 :6 r'%'' � 'i+ it h - ---/ L,.... > '''. , 10. CN � �\•-'- 'A� AVc ' . N CB N1 pA�:, AV ,� . ♦�f, x �x�ta, .�.:a 1 \ A cm 11 ' ll( �AppI501\ ,AVT M w sioO • ) CijCi \,4, ' \\ , , z ,; � OOr� AVM xi . .. ,,,,,, ,_ .._. _ . ,t., ..... , ..,... I 5,?, .- 1 ,i 0 ..j. ,5 111 , _. oa o I dz� Y L il / 124D /4 MAPLE ST 18 ~ /B-R Q o Li vi LLI > n% o Q Q CY o a_ 30 42J � � 36 1� • • 4 z TY DR5---v' V ti/ /). 17 Storm Drain Information for Campbell Avenue Scale 1 " = 200' Sheet I or / sneer PARCEL MMr' LANDS OF Fd Flush LP DILLON AVENUE Fd Mon. Ties MOOSMAN and HERR ØIJN3%52'00"E - i„„, Mon.line-- -> BEING ALL OF LOTS 32, 33, 34 AND 35 OF RUCKERS ADDITION IN THE TOWN OF CAMPBELL, BOOK F PAGE _ \ + 782.69' (7824%1 1,, _- -o ' lz 0 1 4 \ 39, LYING WITHIN THE CITY OF CAMPBELL. l. " \\Z c- SANTA CLARA COUNTY CALIFORNIA N K• �� LS �_ , 1977 50` \moo_ SCALE I 401 MARCH P �. 139/3 P.M. . . `•,;, ; Pis. 23t*:'a 7 C. B. ENGINEERING, INC. + 25' v 25' . \� M. 1 _ \ CIVIL ENGINEER "' \ 21 HARRISON AVENUE CAMPBELL, CALIFORNIA J o h 85346' . \ ENGINEER'S CERTIFICATE W Nom-- N3/°51`52'E /52g6' --• 847.00' ---- Q co 380.16' 7603' 76.03' i This map was prepared by me or under my direction and was compiled from O (380.00') (7600') (76.001 m a field survey and recorded data in conformance with the Subdivision Map �, i_.,_ z.,.; o Act at the request of Peter Moosmon in March, /977, / hereby state that N Q the parcel mop procedures of the local agencyhovebeen complied withand that thisparcelmap conforms O PARCEL I PARCEL 2 \ to the approved tentative rrxip and the conditions of approval thereof which were required to be ful- filled`I:3• + i ,`; •:a N �' N f/l/ed prior to the filing of the orce/mo = t 0.199±ac.gross 0.199_oc. gross CA m prP p, coIn v ^ �� 0.190±ac.net 0 0.1901 oc.net `kr �� _ Jock N. hrisfenson R.C.E. /4070 nj 1"...?: h h 3 { h G O O OVVI O \ G Z Ah z CO \ c� CITY ENGINEER'S CERTIFICATE o O 7603' 7603' Cn This map conforms with the requirements of the u ' / x,,,,,, p Act and i(!2 ....CO �— 4 3 -— — — — — — — _ , sr Local Ordinance. tiw, tip L%,:`fir Y ^� * /5 206' C" 924.24' • 1rDated:Afa /6 1.977 Joseph E/f4'fi� City Engfn N o G/LMAN 6,N o.009_oc.(N3/5200 E) 0.009toc.N.0 (923.82) N AVENUE y 1 f 'n 1:! - N 31O5/'45"E_ i1 e A SS' 1 � h • /52-.06'996.45' Mon. /ineI PROPOSED STREET DEDICATION- c`°\� Fd. Mon. Ties sryj clvt�o �� Fri Flush /.P A _ y.- �1 o—E0 /6 \ RECORDER'S CERTIFICATE , ar:,,,.,r„ r:rur:,:,„u:,,,r,r „,rr „r,, Filed this 20i{,day of /21 Ay , /977, at /° PM in Book 517 ACKNOWLEDGMENT ,''F "UD at the request of C 8. Engineering, Inc. r,;;-,:.--. , _ �r7P DE'MACH AD0 of Mops at pogeJ� , q xfr Stale o e or; SS pu,wu,i'„,.. ;;',7;4"'iiiniin^i'':"'"State of California Fite No. $6 S-.5-P-1 q George A.Mann,County Recorder On this //fA doyof Mai. ,/977, before me the undersigned, a Notary Public In and for said Fee $ '6S.00 0 40 80 __ 120 160 Stole,personally appeared J°hv, J.Irear,,pJond ✓.»,$ 6.K,sY<<known to me to be the li...e no,:�4,f By. r-e /))and Asst. -rec.,-e7:7—r of Western Title Guaranty Company, the corporation that executed the within instrument Deputy • and known to me to be the persons who executed it on behalf of such corporation and acknowledged that such corporation executed the same as Trustee. in witness whereof,/hove hereunto set my hand and affixed my Official Seal the cloy and year in this certificate first above written. i My Commission Expires -/S 7v OWNERS CERTIFICATE Notary Public in and for the co�vi✓ oF ALAM II'J stet of Ccl/fomra The undersigned hereby celify that we ore a// the parties having any record title interest in and to the real property included within the subdivision BASIS OF BEARINGS NOTES and LEGEND ACKNOWLEDGEMENT shown upon the within map, that we are the only persons whose consents The bearing N 31°52"E of the centerline Slate of California) ore necessary to pass a clear title to said real property and that we hereby do consent to the /. Distances shown hereon are in feet and County of Santo Clara ) SS preparation and recordation of said map of land within the distinctive border marked in blue. of Di//On Avenue as shown on the Porce/ de C/%770/5 thereof. On this 21 day of MAe crf,/977, before me, Me undersigned a Notary Mop recorded in Book 296 of Mops of 2. The area within the blue border is 0.398AAc. In witness whereof said owners hove caused this certificate to be P Public in and for said County and State, personally appeared Poe I, Santo Cloro County Records, wos ® Standard street monument, as noted executed this ,2 f_� day of 1'1,44c-el , 1977. g Peter Ma98mon,Edith Moosmon, Joseph Herr. and Hedy Herr used os the basis of bearings shown on ' Indicates 74'.'Iron Pipe,fczr,d,unless otherwise known tome to be the persons whose names ore subscribed to As Owners: noted. By' (/off-��1 'n d swano �2 this mop. the within instrument and acknowledged to me that they OFFICIAL SEAL ° Indicates 3/4'Iron Pipe,set, carless otherwise BLIRYL L. WEAST^ ' Peter Moosmon and Edith Moosmon executed the some os Owners. g NOTARY PUBLIC-CALIFORNIA ' noted `, SANTA CLARA C0VNTY ' ( I Indicates Record Data. in witness whereof, /have hereunto set my hand and affixed my Offic%/,a a tAI Comm ssionExpiresApr.2,1978 , By. � r— ,J( 4/4./.,,,-. Seal the day and ear in this calif/cote first above written- a d— 0 Indicates distinctive border marked In blue. r •, ,.p -,...±' As Trustee.' Joseph Herr and Hedy Herr �I' Western Title Guaranty Company,o Corporalio Notary Pu /c in and for County of 5,>..r,► G�•+ .� State of California My Commission Expires 4O,tr4 Zr /47f 8y i+.,•„sa�'�nd • 777��77 / I ! lv i C7 ......_.... H- � I �u Hl l N III' u � I u t/) I flu7J y ti m n m my TI 11, III � u III r r III x _ _. CaroH vy���qp n➢ L vn /� u • MEMORANDUM CITY OF CAMPBELL TO: Cindy McCormick, Project Planner DATE: 3-28-16 FROM: Doris C. Quai Hoi, Project Engineer SUBJECT: DRC APPLICATION Site Address: 540, 558, 566 E Campbell Avenue and 24 & 34 Dillon Avenue APN: 412-09- (27, 28, 29, 30, 31) For File No(s): PRE2016-002 Project Description: Preliminary Application for a mixed use project of 60 residential condominium units and 7,495 sqft of retail space. Total project is 81,425SF with a mix of Type 1 podium and Type 5 construction. There are 144 on-site parking spaces (density bonus standards) in exchange for providing affordable housing. Applicant: Cresleigh Homes General Comments: This project is subject to the"East Campbell Avenue Master Plan. The master plan can be found on the City website at http://www.cityofcampbell.com/166/Zoning-and-Land-Use under the "General Plan/Guidelines/Maps" column. The goal of the plan is to "enhance the perception of the downtown beyond the loop streets through land use patterns, traffic circulation and urban design". These general comments are in reference to the sheets that were (no stamp date)received by the City of Campbell's Planning Department(plans dated March 5, 2016). Comments on future submittals may have cost impacts and space management issues that the applicant may want to consider before moving forward. They are as follows: (a) The applicant shall submit a tentative map for review by the City(include all existing and new easements,proposed street dedications, any abandonment of easements, and any items outlined in the preliminary title report recorded on the property. (b) This project will create more than 10,000 sq.ft. of impervious surface area and disturb more than an acre. Therefore it is subject to C.3 LID requirements. Refer to the SCVURPPP C.3 Stormwater Handbook requirements. The permit application submittal must show how the required post-construction stormwater controls have been incorporated into the design of the project. This is including but not limited to providing: 1. A Stormwater Control Plan. 2. C.3 Forms 3. Special Projects Worksheets and checklist if this project is applying LID treatment reduction credits. J:\LandDev\Conditions\Ping\Campbell Ave 540 558 566 Dillon Ave 24 34.doc Page 1 of 7 540/558/566 E Campbell and 24/34 Dillon Ave 4. A geotechnical engineer's soils report as part of the entitlement review if proposing on-site infiltration. 5. A third-party review of the preliminary Stormwater Management Plan may be required during the Planning Stages. (c) Show the Public Street Improvements on the site plans for the specific street improvements. Street Improvement requirements can be found in these conditions as well as in the East Campbell Avenue Master Plan. (d) Show the required Street Dedication(including area to be dedicated)as it impacts the overall lot sizes. Show the existing property line and the proposed property line using contrasting pen weights. (e) Show the grades set for overland release. How does it impact earthwork quantities? Does it lead to finish floor grade heights that may have neighboring privacy height issues?Note that overland release needs to be directed to the public right of way and not over private properties. (f) Show the pre and post construction flow rates (Q)and provide hydraulic calculations for any storm drain connections. (g) The checklist for the various plans required for submittal can help identify the major requirements. These checklists can be found on the City's Website at City Services/Public Works/Engineering/Land Development/Documents, (or use this link: http://www.cityofcampbell.com/206/Documents). See instructions on: 1. Checklist for Tract Maps, 2. Checklist for Grading and Drainage and 3. Checklist for Street Improvement Plans. For a formal submittal application to be deemed complete by Public Works, these conditions must be incorporated and made part of the plans. PUBLIC WORKS DEPARTMENT PRELIMINARY COMMENTS 1. Response Letter: Upon submittal of the parcel map, the applicant shall provide a response letter addressing these Public Works Conditions of Approval. 2. Final Map: Prior to issuance of any grading or building permits for the project, the applicant shall submit a final map for review by the City and recordation, upon approval by the City Council, pay various fees/deposits and submit the map in a digital format acceptable to the City. 3. Covenants, Conditions, and Restrictions: Provide copies of CC&Rs for review by the City prior to recordation of the Final map and CC&Rs. Maintenance of the stormwater treatment facilities shall be part of the CC&Rs. The CC&Rs should also reference the "Covenants for the Operation and Maintenance of Stormwater Facilities" and the "Stormwater Management Plan". 4. Condominium Plan: Prior to building occupancy, the applicant shall submit a Condominium Plan and submit the map in a digital format acceptable to the City. 5. Preliminary Title Report: Upon submittal of the tract map, the applicant shall provide a J:\LandDev\Conditions\Ping\Campbell Ave 540 558 566 Dillon Ave 24 34.doc Page 2 of 7 . 540/558/566 E Campbell and 24/34 Dillon Ave current (within the past 6 months) Preliminary Title Report. (Additional comments may be generated from this report). 6. Right-of-Way for Public Street Purposes: Upon recordation of the final map, the applicant shall fully complete the process to cause additional right-of-way to be granted in fee for public street purposes along the East Campbell Avenue frontage, the Dillon Avenue and the Gilman Avenue frontage to accommodate the necessary street widths for public improvements as outlined in the East Campbell Avenue Master Plan. The applicant shall submit the necessary documents for approval by the City Engineer, process the submittal with City staff's comments and fully complete the right-of-way process. The applicant shall cause all documents to be prepared by a registered civil engineer/land surveyor, as necessary, for the City's review and recordation. 7. Utilities: Prior to the recordation of the final map, the applicant shall provide documentation from San Jose Water Company, West Valley Sanitation District, PG&E, and all other utility companies that will be providing service to the site. The applicant shall provide utility coordination plans indicating all utility work required. Applicant shall complete any additional conditions necessary, as determined by the City Engineer, to mitigate the impacts of this construction activity. This may include, but is not limited to: full removal of existing pavement structural section, installation of pavement structural section, grinding and installation of pavement, overlay of pavement. All on-site utilities shall be installed underground per Section 21.18.140 of the Campbell Municipal Code. Applicant shall comply with all plan submittals, permitting, and fee requirements of the serving utility companies. 8. Public Service Easement: Prior to the recordation of the final map and prior to the approval of the grading plans, the applicant shall grant a five (5) foot public service easement on private property contiguous with the public right-of-way along the E Campbell Avenue/Gilman Avenue/Dillon Avenue frontage, unless otherwise approved by the City Engineer. The applicant shall cause all documents to be prepared by a registered civil engineer/land surveyor, as necessary, for the City's review and recordation. 9. Private Easements: Prior to the recordation of the final map, the applicant shall cause private easements to be recorded for private utilities, private storm drains, reciprocal ingress and egress, emergency vehicles,where necessary etc. 10. Demolition: Prior to recording of the final map the applicant shall obtain a demolition permit and remove any nonconforming structures. 11. Monumentation for Final Map: Prior to recordation of the final map, the applicant shall provide a cash deposit for setting all monuments shown on the map. Monuments shall be set per section 20.76.010 of the Campbell Municipal Code. 12. Soils Report: Prior to recordation of the final map, the applicant shall provide a soils report prepared by a registered geotechnical or civil engineer. 13. Grading and Drainage Plan: Prior to recordation of the final map the applicant shall conduct hydrology studies based on a ten-year storm frequency, prepare an engineered J:\LandDev\Conditions\Ping\Campbell Ave 540 558 566 Dillon Ave 24 34.doc Page 3 of 7 • 540/558/566 E Campbell and 24/34 Dillon Ave grading and drainage plan, and pay fees required to obtain necessary grading permits. Prior to occupancy, the design engineer shall provide written certification that the development has been built per the engineered grading and drainage plans. 14. Storm Drain Area Fee: Prior to recordation of the parcel final map, the applicant shall pay the required Storm Drain Area fee, currently set at $2,350.00 per net acre, which is $2,679.00. 15. Utilities: All on-site utilities shall be installed underground per Section 21.18.140 of the Campbell Municipal Code for any new or remodeled buildings or additions. Applicant shall comply with all plan submittals, permitting, and fee requirements of the serving utility companies. Additionally, per Section 20.36.150 of the Campbell Municipal Code, utility facilities adequate to supply communication, electrical, gas, water and fire protection service to each lot of the subdivision shall be constructed and installed within the subdivision. 16. Water Meter(s) and Sewer Cleanout(s): Existing and proposed water meter(s) and sewer cleanout(s) shall be installed on private property behind the public right-of-way line. 17. Utility Coordination Plan: Prior to issuance of building permits for the site, the applicant shall submit a utility coordination plan and schedule for approval by the City Engineer for installation and/or abandonment of all utilities. The plan shall clearly show the location and size of all existing utilities and the associated main lines; indicate which utilities and services are to remain; which utilities and services are to be abandoned, and where new utilities and services will be installed. Joint trenches for new utilities shall be used whenever possible. 18. Pavement Restoration: Based on the utility coordination plan,the applicant shall prepare a pavement restoration plan for approval by the City Engineer prior to any utility installation or abandonment. Streets that have been reconstructed or overlaid within the previous five years will require boring and jacking for all new utility installations. Parsons Avenue has not been reconstructed or overlaid in the last 5 years. The pavement restoration plan shall indicate how the street pavement shall be restored following the installation or abandonment of all utilities necessary for the project. Civil plans should indicate the pavement restoration from the lip of gutter to the extents of the furthest utility. All pavement work shall extend to the most distant utility trench and pavement restoration shall encompass all utility trenches creating one rectangle. All striping work shall be repainted/restriped within the limits of the project in its entirety and not intermittently. 19. Street Improvements Completed for Occupancy and Building Permit Final: The applicant shall have the required street improvements and pavement restoration installed and accepted by the City, and the design engineer shall submit as-built drawings to the City prior to allowing occupancy and final building permit signoff for any buildings. 20. Maintenance of Landscaping: Owner(s), current and future, are required to maintain the landscaped park strip and tree wells in the public right of way. This includes, but is not J:\LandDev\Conditions\Ping\Campbell Ave 540 558 566 Dillon Ave 24 34.doc Page 4 of 7 540/558/566 E Campbell and 24/34 Dillon Ave limited to: trees, lawn, plantings, irrigation, etc. Trees shall not be pruned in a manner that would not allow the tree to grow to a mature height. 21. Utility Encroachment Permit: Separate permits for the installation of utilities to serve the development will be required (including water, sewer, gas, electric, etc.). Applicant shall apply for and pay all necessary fees for utility permits for sanitary sewer, gas, water, electric and all other utility work. 22. Additional Street Improvements: Should it be discovered after the approval process that new utility main lines, extra utility work or other work is required to service the development, and should those facilities or other work affect any public improvements, the City may add conditions to the development/project/permit, at the discretion of the City Engineer, to restore pavement or other public improvements to the satisfaction of the City. 23. Stormwater Pollution Prevention Measures: Prior to issuance of any grading or building permits, the applicant shall comply with the National Pollution Discharge Elimination System (NPDES) permit requirements, Santa Clara Valley Water District requirements, and the Campbell Municipal Code regarding stormwater pollution prevention. Specifically the project must include source control, site design and treatment measures to achieve compliance with Provision C.3. of the NPDES Permit. Measures may include, but are not limited to, minimization of impervious surface area, vegetated swales, infiltration areas, and treatment devices. The primary objectives are to improve the quality and reduce the quantity of stormwater runoff to the bay. Resources to achieve these objectives include Stormwater Best Management Practices Handbook for New Development and Redevelopment ("CA BMP Handbook") by the California Stormwater Quality Association (CASQA), 2003; Start at the Source: A Design Guidance Manual for Stormwater Quality Protection ("Start at the Source") by the Bay Area Stormwater Management Agencies Association (BASMAA), 1999; and Using Site Design Techniques to Meet Development Standards for Stormwater Quality: A Companion Document to Start at the Source("Using Site Design Techniques")by BASMAA, 2003. Upon submission of the tentative map, the applicant shall calculate and submit to the City the amount of impervious surface created by the development including the types of stormwater controls to be used. The applicant shall submit preliminary sizing and design showing stormwater controls meet the City's requirements. Prior to recordation of the final map: a. The applicant's designer or engineer shall submit the required certification indicating that sizing, selection, and design of treatment BMP's for the project site has been completed to meet the requirements of the City of Campbell's NPDES permit,No. 01-119, Provision C.3. J:\LandDev\Conditions\Ping\Campbell Ave 540 558 566 Dillon Ave 24 34.doc Page 5 of 7 • 540/558/566 E Campbell and 24/34 Dillon Ave b. The applicant shall sign the "Covenants for the Operation and Maintenance of Stormwater Facilities"and submit a Stormwater Management Plan. c. Prior to occupancy: d. A qualified BMP certifier is required to inspect the stormwater management facilities, submit a complete set of as-built drawings to Public Works Engineering, and certify on these drawings that: 1. The stormwater management facilities were constructed in compliance with the approved plans. 2. The as-built drawings show all pertinent constructed dimensions, elevations, shapes, and materials. 3. All variations in construction from the approved design plan have been identified, including omissions to and additions from the approved plan. 4. Any changes are in conformance with local, state,or federal regulations. e. The applicant shall provide security for the operation and maintenance of stormwater pollution prevention measures installed or provided as a part of this project. 24. Vacation of Public Easements: Prior to issuance of any grading or building permits for the site, the applicant shall fully complete the process to vacate the Public Service and Building Setback Easements. This action can be accomplished with the Final Map or by the separate vacation process. The applicant shall submit a vacation of excess right-of- way application for approval by the City Engineer, pay the current application processing fee, process the application with City staff's comments and fully complete the easement vacation. 25. Plan Lines: In the formal submittal application, the applicant shall design all the public improvements on the civil plans incorporating all the required street improvements. (Refer to the checklist for additional guidance on the City's requirements for Street Improvements). 26. Storm Water Information: On the preliminary tentative map show the amount, in square footage, of: a. Existing impervious area. b. Proposed impervious area(includes porches, garages,and roof line, driveway etc) c. Proposed pervious area. 27. Street Improvements (Agreements/Plans/Encroachment Permit/Fees/Deposits): Prior to recordation of the final map, the applicant shall execute a street improvement agreement, cause plans for public street improvements to be prepared by a registered civil engineer, pay various fees and deposits, post security and provide insurance necessary to obtain an encroachment permit for construction of the standard public street improvements, as required by the City Engineer. The plans shall include the following, unless otherwise approved by the City Engineer: a. Show location of all existing/proposed utilities within the new and existing public right of way. J:\LandDev\Conditions\Ping\Campbell Ave 540 558 566 Dillon Ave 24 34.doc Page 6 of 7 • 540/558/566 E Campbell and 24/34 Dillon Ave b. Relocation of all existing/new utilities including utility boxes, covers, poles, etc. outside of sidewalk area. No utility boxes, covers, etc. will be allowed in the sidewalk area. c. Removal of existing driveway approach(es)and sidewalk, curb and gutter. d. Removal of existing street section to centerline as required by the City Engineer. e. Installation of City approved street trees, and irrigation at 40 feet on center, and sod in the park strip. f. Installation of City standard curb, gutter, sidewalk and ADA compliant driveway approach corner bulb-outs, mid-block bulb-outs, street tree grates, trash receptacles, curbside parking on E Campbell Avenue, pedestrian oriented street lights, an enhanced (continental painting) pedestrian crossing in accordance with City Standard details and the East Campbell Avenue Master Plan. g. Installation of engineered structural pavement section to centerline, as required by the City Engineer. h. Installation of asphalt concrete overlay per street pavement restoration plan for utility installation and/or abandonment, as required by the City Engineer. i. Installation of a new traffic signal at Page Street and E. Campbell Avenue per the Master Plan. Provide any necessary easements for the traffic signal purposes j. Installation of decorative LED streetlights, conduits, conductors, pull boxes, and related facilities on E. Campbell Avenue/Dillon Avenue/Gilman Avenue in accordance with the City of Campbell's Street Lighting Policies and City of Campbell Electrical Specifications and Details - Dated December 2006. Provide any necessary easements for street light purposes. k. Installation and replacement of any traffic control, stripes and signs. 1. Construction of conforms to existing public and private improvements, as necessary. m. Submit final plans in a digital format acceptable to the City J:\LandDev\Conditions\Ping\Campbell Ave 540 558 566 Dillon Ave 24 34.doc Page 7 of 7